Loading...
HomeMy WebLinkAboutB16-0122�® JOB: Williams_L LOCATION. Palermo, Ca. M i Te k TRUSS ENGINEERING POWER TO PERFORM. • MiTek Industries, Inc. 7777 Greenback Lane' Suite 109 Citrus Heights, Ca.95610 Phone: (916)676-1900 Fax:(916)676-1909. 655 Cal Oak Rd. P.O. Box 1947 r - Oroville, Ca -95965 ` Phone: (530)534-0300 Fax. -(530)534-5269 ► LUMBER „ r ► HARDWARE ► STOCK PLANS . ` ;'� �` !Il , i ,`,k."'� • j ► CUSTOM DRAFTING � � � � E if v0 •in ► TRUSS ENGINEERING - Do- TRUSSES - �•, � .\'? � [4� � '�'�` ' ®�' � , > ► PRE FRAMED WALLS - , 44lot WARNING: DO NOT CUT OR ALTER TRUSSESiIN ANYWAY. - This Image was created with WARNING: DO NOT STORE TRUSSES ON UNEVEN GROUND. 61 L40� D 2 w F. r%t�/ ! V► 'a� v TIMBER PRODUCTS TRUSSES REQUIRE EXTREME CARE IN HANDLING INSPECTION ;. . -BUYER ACCEPTS THAT LUMBER -AND LUMBER PRODUCTS - BUTTE 9^�. ' . 105 S. E. 124th AVE. MAY CONTAIN MOLD SPORES, THE PRESENCE OF WHICH - ; , - COUNTY Vancouver, Wa. 98684 WILL NOT BE CONSIDERED A DEFECTS Phone: 360 449-3840 PERMIT # ( ) BUTTE COUNTY DEVELOPMENT SECES 19 2017 ® Fax:(360)449-3953 •, REVIEWED FOR - I)EVELOPVIENT ' p CODECOMPLIANCE ' * - DATE V� G `I� BY LA S E�ZVIC ES + I 1 r4' • et 1 • 1 .s •Y•� � • is ��.T ' i ,. ♦ .R I • • � Lp •.• ,. `• - ,. t,+' .! •• ' •R s,- 97-0 a AGC p (1) ' ill' ~ •1 Y �• `+' #a•. - .r� a� . • - •t+Y r f �' +4, * ` �r ...! ,Y , N 1 r .. J JIM m _. • , A I_: ca •, c ' w�, A13 rtuan • i !•� IT • �' t' - •- 4' A15D r Truss designed for 6 100 arag - 1 )z1 1,( )s .- - t 8'3"8 24'10"0 _ a - . ♦ 19'8"0 .. - A20 AGC p (1) [ M1 ' t'{ ♦+f 1.J ♦•J.�tt ` • rre t fq♦,'i �+ .0. i..`* •�6�r. K•7Y,T•`'•r� I � MiTek MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 ' Re: Williams L Fax 916/676-1909 Williams_L $PERMITNUM $PERMITADDR 1 The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Endeavor Homes. Pages or sheets covered by this seal: 851725300 thru 851725300 My license renewal date for the state of California is March 31, 2018. • 1 QROFESS/py 10 T E003 ' yc LU w C 75435 c m EXP. 0313112018 . * * I I CIV A' September 15,2017 Teodosescu, Eduard i • 4 G IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. Symbols Numbering System ® General Safety Notes' PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4 Center plate on joint unless x, y offsets are indicated. 1 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or X-biocing, is otways required. See BCSI. 1 „ /16 2. Truss bracing must be designed by an engineer. For 1 2 3 TOP CHORDS c1-2 c2a wide truss spacing, individual lateral braces themselves' may require bracing, or atlemotive T, I, or Eliminator bracing should be considered. WEBS �a, 4 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. O �'� 3 �y� ;� O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U b = designer, erection supervisor, property owner and plates 0-'Al' from outside �° a. u Uedge all other interested parties. . of truss. CIL 5. Cut members to bear tightly against each other. Cz� co- cs� ~ BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations ore regulated by ANSI/TPI 1. Connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. ' Plate location details available In MfTek 20/20 Software Or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design.is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the width measured perpendicular 4 x 4 responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purrins provided at output. Use T, I Or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER-3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but © 2006 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint e ® number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable — -- environmental, health or performance risks. Consult with - project engineer before use. Industry Standards: ANSI/TPII : National Design Specification for Metol 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction.i�� and pictures) before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. �® BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Pr'OCIiCe for Handling, POWER To PERFORM.` ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: MII-7473 rev. 10208 Job Truss Truss Type Qty Ply Williams—L LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, except BOT CHORD 2x6 DF No.2 G 2-0-0 oc purlins (6-0-0 max.): 6-9. 851725300 WILLIAMS_L Azo GABLE 1 1 Max Uplift All uplift 100 Ib or less at joint(s) except 2=122(1_C 8), 19=303(LC 12), 15=221(1_12 8), 11=182(1_C Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 13) Suite 109 Max Grav All reactions 250 Ib or less at joint(s) except 2=292(LC 25), 19=1428(LC 25), 15=1631(LC 2), ob Re e e (options! omeaw, numea, vi evi r oaao� oey w rage 10:0419SrtEBGMgbk4V3Ecl WkygOAA-6Lj WtkxTyEALXAp673i_t4SBsywXNhuOimynGmyddyv 41-12 8.512 13.7-4 1339 23-34 29.6.12 36.8.7 41-9.13 47-3-0 48-3-0 1.6 47-12 3-10.0 51-8 52-4 4511 6-3-8 7-1-11 6-1-5 5-5-3 -0. Scale = 1:88.6 5x10 10.00 F1_%x5/i 6 7 3x5 502 4.00 12 4x10 3x5 % 3x5 5 3x5 3x5 4x10 4 4x14 98 3 N 1 2 d 5,6 = 20 19 18 4x4 = 8x8 = 8.3-0 17 103 16 104 4x4 = 8x8 = 8x1OM18SHS \\ 5x8 = 8 100 9 3x5 \\ 101 3x5 \\ 3x5 \\ 3x8 10 3x5 \\ y 102 3x5 11 rn 1a$ 15 105 14 13 5x8 = 8x8 = 47-12 8-512 13-7-4 18-8-9 23-34 29-6-12 36-6-7 41-313 47-3.0 47-12 310.0 51-8 52-4 4511 6-38' 7-1-11 St -5 SS3 Plate Offsets (X,Y): [2:1-5-6,0-2-14], [2:0-3-6,0-0-12], [6:0-7-8,0-2-4], [8:0-4-0,0-3-0], [9:0-7-4,0-2-4), [10:0-5-0,0-0-B], [11:0-3-0,0-2-15], [14:0-4-0,0-481, [16:0-40,0-4-8], [18:0-4-0 ,0-4-81. f36:0-1-14,0-1-01 LOADING (psi) TCLL 20.0 TCDL 14.0 BCLL 0.0 ' BCDL 8.0 SPACING 2-0.0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code IBC20121TPI2007 CSI TC 0.47 BC 0.17 WB 0.49 (Matrix) DEFL in (loc) I/defl Ud Vert(LL) -0.02 16-17 >999 360 Vert(TL) -0.06 17-18 >999 240 Horz(TL) 0.02 11 n/a n/a PLATES GRIP MT20 220/195 M18SHS 220/195 Weight: 574 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, except BOT CHORD 2x6 DF No.2 G 2-0-0 oc purlins (6-0-0 max.): 6-9. WEBS 2x4 OF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 OF No.2 WEBS 1 Row at midpt 6-16, 7-16,8-15, 9-14 REACTIONS All bearings 0-3-8 except Qt=length) 19=0-58, 11=0-5-8. (lb) - Max Horz 2=244(LC 11) Max Uplift All uplift 100 Ib or less at joint(s) except 2=122(1_C 8), 19=303(LC 12), 15=221(1_12 8), 11=182(1_C Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 13) Suite 109 Max Grav All reactions 250 Ib or less at joint(s) except 2=292(LC 25), 19=1428(LC 25), 15=1631(LC 2), 11=831(LC 26) FORCES (lb) -Max. Comp./Mex. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-163/439, 4-5=776/184, 56=-869/246, 6-7=543/234, 7-8=-542/234, 8-9=-494/222, 9-10=683/216, 10-11=1026/195 BOT CHORD 18-19=447/140, 17-18=-169/626, 16-17=147/544, 13-14=-54/695, 11-13=-55/694 WEBS 3-19=509/146, 419=-1227/281, 418=187/1174, 518=-499/139, 5-17=256/144, 6-17=-60/319, 7-16=367/162, 8-16=131/739, 8-15=1552/341, 8-14=101/618, 10-14=-493/226 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) -1-0-0 to 3-8-11, Interior(1) 3-8-11 to 18-7-13, Exterior(2) 18-7-13 to 41-53. Interior(1) 41-53 to 48-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry ES$/ Oyyq Gable End Details as applicable, or consult qualified building designer as per ANSIrrPI 1.! OQ?,OF T EODOs F�yC 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. �tt,Q` �0 Q F 6) All 2x4 MT20 indicated. o �' m plates are unless otherwise C 75435 7) Gable studs spaced at 1-4-0 oc. O w C X 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EXP. 03/31/2018 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will * fit between the bottom chord and any other members, with BCDL = 8.Opsf. 10) A plate rating reduction of 20% has been applied for the green lumber members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 122 Ib uplift at joint 2, 303 Ib uplift at joint OFCAtI 19, 221 Ib uplift at joint 15 and 182 Ib uplift at joint 11. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 15,2017 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev. 101032015 BEFORE USE. • Design valid for use only with MrrekS connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not s truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web andlor chord members only. Additional temporary and permanent bradng M"tTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4 Center plate on joint unless x, y offsets are indicated. 6-4-8 dimensions shown in ft4ro-sixteenths Damage or Personal Injury Dimensions are in N -in -sixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or x -bracing, is always required. See SCSI. 0'1/16 2. Trussmust be an �spac 1 2 3 de truss ng ndividual lateral braces themselves TOP CHORDS may require bracing, or alternative T, I, or Eliminator C1-2 c2a bracing should be considered. WEBS 4 3. Never exceed the design loading shown and never p, stack materials on inadequately braced trusses. O •� 3 �y� 3 O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate a N designer, erection supervisor, property owner and plates 0 -'Ag' from outside a �v u U all other interested parties. edge Of truss. 0 5. Cut members to bear tightly against each other. c�a C6-7css 0 BOTTOM CHORDS 6. • Place plates on each face of truss at each This symbol indicates the 8 76 5 joint and embed fully. Knots and wane at joint. required direction of slots in locations are regulated by ANSI/TPI I. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI I. Plate location details available in MITek 20/20 software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 10. Camber is a non-structural consideration and is the A - width measured perpendicular 4 X 4 NUMBERS/LETTERS. responsibility of crus fabricator. General practice is to to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION - ICC -ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR -131 1, ESR -1352, ER -5243, 9604B, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER -3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but C 2006 MTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of on engineer. reaction section indicates joint ® number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards' -- ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. Q �( MiT is not sufficient. SCSI: Building Component Safety Information, V R\® 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER ra PERFORM." ANSI/TPI 1 Quality critcria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10208 ® r MiTek MiTek USA, Inc. 7777 Greenback Lane } Suite 109 Citrus Heights, CA, 95610 I Telephone 916/676-1900 ` Re: Williams_L Fax 916/676-1909 Williams L l . The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Endeavor Homes. Pages or sheets covered by this seal: R51725279 thru 851725299 My license renewal date for the state of California is March 31, 2018. QFtOFESS/n TEO DOs �F2c wPC 75435 Cr :10 EXP. 03/31/2018 S�9T CIVk September 15,2017 Teodosescu, Eduard IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y Failure to Follow Could Cause Property offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or x-bracing, is always required. See BCSI. 1 0-/1611 2. Truss bracing must be designed by an engineer. For 1 2 3 TOP CHORDS c1-2 c2a wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. WEBS 4 3. Never exceed the design loading shown and never inadequately braced trusses. Q , stack materials on O 5 �•>. ; �-1 3 O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate b designer, erection supervisor, property owner and plates 0- 'Ag' from Outside a �v U all other interested parties. edge of truss. � 5. Cut members to bear tightly against each other. . C7.8 C6.7 cs-6 0 BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 b 5 joint and embed fully. Knots and wane at joint required direction Of slots in locations are regulated by ANSI/TPI 1. Connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. Plate location details available in MITek 20/20 Software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is thelate p CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is anon-structural consideration and is the 4 x 4 width measured perpendicular responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimurim plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110,84-32, 96-67, ER-3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but © 2006 MTek® All Riqhts Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable _ — environmental, health or performance risks. Consult with project engineer before use. Industry Standards' ANSI/TPI l : National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction.MiTek- ® and pictures( before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, pprtygR ro PEi7111,70"ft'° ANSI/TPI 1 Quality Criteria, Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: MII-7473 rev. 10208 .t i 7 Job Truss Truss Type Qty PlyWilliams L 41-9.13 4730 1 47-12 F 3-10.0 St -8 I 52-4 4511 I 638 851725280 WILLIAMS L All SPECIAL 2 1 116:0-4-0.0-3-01. [18:0-3-0.0-3.0) 3) Provide adequate drainage to prevent water ponding. LOADING (psf) SPACING 2-0-0 Job Refere ce (optional) cnveav . nvmea, vrvvme, �.n nvaav .- s dm co a ro mn ex mvusmes, mc. i nu oep w 1--o Lu 1 f rage 1 ID:0419SrtEBGMgbk4V3Ecl WkygOAA-V1 igX3XiGbYodLxgKidnAdeLSCIzBDEJOjrfBVydej - -0- .47-12 8-512 117-4 18-9-9 233-4 29512 3E-8-7 41-9.13 47-3.0 4 3 1-0.0 47-12 310-0 51-8 52-4 4511 6-38 7-1-11SS3 -0. Scale = 1:84.9 rf 6X = 2x4 11 , 5x8 = 5x6 O 2x4 II 3x5 = 5x6 = 3x5 = 5x8 = 2x4 II 5x8 = 2x4 II 47-1� &� 137-4 18-9-9 2334 29&12 358.7 41-9.13 4730 1 47-12 F 3-10.0 St -8 I 52-4 4511 I 638 7-1-11 2) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS 51.5 SS3 Plate Offsets (X.Y): 16:044.0-2-01. 16:0-4-0.0-3-01, 19:0-3-0.0-2-11. [11:0-0-0.0-0-41. [14:0-4-0.0-3-01. 116:0-4-0.0-3-01. [18:0-3-0.0-3.0) 3) Provide adequate drainage to prevent water ponding. LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) -0.05 14-15 >999 360 MT20, 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.33 Vert(TL) -0.10 14-15 >999 '240 BCLL 0.0 ' Rep Stress Incr YES WB 0.55 Horz(TL) 0.01 11 n/a n/a BCDL 8.0 Code IBC2012rrPI2007 (Matrix) Weight: 275 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.2 2-0-0 oc purlins (6-0-0 max.): 6-9. . WEBS 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at micipt 6-16, 7-16, 8-15, 9.14 REACTIONS All bearings 0-3-8 except (jt=length) 19=0-5-8, 11=0-5-8. (lb) - Max Hom 2=244(LC 11) Max Uplift All uplift 100 Ib or less at joint(s) except 2=120(LC 8), 19=306(LC 12), 15=-227(LC 8), 11 =1182(!-C 13) Max Grav All reactions 250 Ib or less at joint(s) except 2=279(LC 25), 19=1407(LC 25), 15=1726(LC 2), 11=777(LC 26) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-162/470, 4-5=681/175, 5-6=-778/236, 6-7=-460/226, 7-8=-459/226, B-9=-025/222, 9-10=587/210, 10-11=-918/191 BOT CHORD 18-19=-487/144, 17-18=157/536, 16-17=140/489, 13-14=-38/585, 11-13=-38/585 WEBS 3.19=543/159, 4-19=-1197/280, 418=186/1143, -18=-497/139, 6-17=50/280, 7-16=361/169, 8-16=-133/801, 8-15=-1679/356, 8-14=112/696, 10-14=-461/214 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) -1-0-0 to 3-8-11, Interior(1) 3-8-11 to 18-9-9, Exterior(2) 18-9-9 to 41-5-3, Interior(1) 41-5-3 to 48-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf. 9'?'OFESS/0h 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 120 Ib uplift at joint 2, 306 Ib uplift at joint 19 T EOp q�F 227 Ib uplift at joint 15 and 182 Ib uplift at joint 11. 7) Graphical purlin representation does not depict the size or the orientation of the along the top and/or bottom chord. Os y. purlin w C 75435 c m. LOAD CASE(S) Standard M .2018 It September 15,2017 ® WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 101031201S BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall _ ;� building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MI lek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the febrication, storage, dellvery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, OSB -89 and SCSI Building Component 7777 Greenback Lane Safety Information avallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 3/d Center plate on joint unless x, y Failure to Follow Could Cause Property offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Damage or Personal Injury Dimensions are in ft -in -sixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system. e.g. and fully embed teeth, diagonal or x -bracing, is always required. see BCSI. 2. Truss bracing must be designed by an engineer. For 2 3 TOP CHORDS c1-2 c2a wide truss spacing, individual lateral braces Themselves may require bracing, or altemative T,1, or Eliminator bracing should be considered. WEBS3. Never exceed the design loading shown and never inadequately braced trusses. p stack materials on O u �•� ; �y� tc�14 O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate designer, erection supervisor, property owner and plates 0-'n6' from outside a U all other interested parties. edge Of truss. p5. Cut members to bear tightly against each other. BOTTOM CHORDS 6. Place plates on each face of truss at each . This symbol indicates the 8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations ore regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. *Plate location detailsavailable in MITek 20/20 software Or upas request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. � 10. Camber is a non-structural consideration and is the width measured perpendicular 4 x 4 responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 12. lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR -1311, ESR -1352, ER -5243, 96048, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER -3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) _occur. Icons vary but © 2006 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint fro of ® number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable - - - environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction.MiTek ® and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to mood Practice for Handling, ppWER ry PERFORM." ANSI/TPI 1 Quality Criteria, Installing & Bracing of Metal Plate Connected Wood Trusses. Mi ek Engineering Reference Sheet: MII-7473 rev. 10-'08 Job Truss Truss Type Qty Ply Williams L I/deft Lid PLATES GRIP TCLL 20.0 R51725281 WILLIAMS_L Al2 SPECIAL 4 '1 360 MT20 220/195 TCDL 14.0 Lumber Increase 1.25 Job Reference (optional enaeavor nomes, urovine, uA aoaoa r.cau s dm - curs mi i ex mausmes, mc. r nu oep w --ou cu r r rage i ID: 0419SrtEBGMgbk4V3EclWkygOAA-SPgQyIYzoCoWsf5CS7gFF2jba7shf5RcU1KIGNyde h 47-12 B- 12 13-74 18.9.9 233-4 2650 29-i12 33-1-0 36-8-7 41-9-13 - 47-3-0 4 47-12 3160 51-8 52-4 4-511 31-12 31-12 3-6.4 37-7 51.5 553 1-0- Scale = 1:92.2 8x12 M18SHS '�' 300 1231 6 6x12 MT18H % A 4.00 T2 4x12 = 3x12 3x12 6x6 = 6x10 MT18H'� 4x5_ — 25 24 23 22 35 21 400 = 20 4x8 =4x6 = 19 18 4x5 = 6x6 = 6x8 = 4x8 — 12x14 MT18H = 3x10 II 4x6 6x8 4x6 = 4x10 = = t 47-12 &512 13-7-0 18-9-9 1 233-4 29tI2 38-8-7 41-9-13 4730 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.93 Vert(LL) -0.30 21-22 >840 360 MT20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.82 Vert(TL) -0.67 21-22 >378 240 MT18H 220/195 BCLL 0.0 ' Rep Stress Incr NO WB 0.70 Horz(TL) -0.03 24 n/a n/a M18SHS 220/195 BCDL 8.0 Code IBC2012fTPI2007 (Matrix) 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 609 Ib uplift at joint 2, 889 Ib uplift at joint 24 412 Ib uplift at joint 20 and 271 Ib uplift at joint 16. Weight: 319 Ib FT = 20% LUMBER BRACING TOP CHORD '2x4 OF No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-5 oc purlins, except BOT CHORD 2x4 OF No.2 'Except' 2-0-0 oc purlins (4-11-12 max.): 6-14, 9-11. 19-22: 2x6 OF No.1&Btr BOT CHORD Rigid ceiling directly applied or 3-11-8 oc bracing. WEBS 2x4 OF No.2 WEBS 1 Row at midpt 6-21 JOINTS 1 Brace at Jt(s): 9, 10, 11, 26, 27 REACTIONS All bearings 0-3-8 except (jt=length) 24=0-5-8, 16=0-5-8. (lb) - Max Horz 2=243(LC 11) Max Uplift All uplift 100 Ib or less at joint(s) except 2=609(LC 21), 24=889(LC 12), 20=-412(LC 9), 16=271 (LC 13) Max Grav All reactions 250 Ib or less at joint(s) except 2=316(LC 9), 24=4045(LC 25), 20=1624(LC 27), 16=1242(LC 26) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1035/2471, 3-4=-1142/3171, 4-5=1444/436, 5-6=2218/514, 6-7=-1154/327, 7-8=-1142/321, 8-12=-1142/321, 12-13=1193/337, 13-14=-1194/337, 14-15=1530/344, ' 15-16=1813/324 ��• BOT CHORD 2-25=2310/767, 24-25=2310/767, 23-24=24051786, 22-23=176/1263, 21-22=-75/1121, 20-21=27/979, 19-20=26/976, 18-19=141/1261, 16-18=140/1257 MITOW WEBS 3-24=786/225, 4-24=-4134/900, 4-23=866/4187, 5-23=2198/519, 5-22=329/244, 6-22=153/634, 6-21=-488/231, 9-21=-257/142, 11-20=-532/223,11-12=-463/190, 7777 Greenback Lane 19-26=91/478,14-26=-91/490, 15-19=369/206 Suite 109 NOTES Citrus Heights, CA 95610 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf;"BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) -1-0-0 to 3-8-11, Interior(1) 3-8-11 to 18-7-13, Exterior(2) 18-7-13 to 41-5-3, Interior(1) 41-5-3 to 48-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 DOL=1.33 plate grip QROFESS/ON 3) Provide adequate drainage to prevent water ponding. 4) All are MT20 unless otherwise indicated. ,! jE��0�1 F2c plates plates 5) All plates are 2x4 MT20 unless otherwise indicated. y Q t� � 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. o C 75435 n rT' 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will W C A fit between the bottom chord and any other members, with BCDL = 8.Opsf. 018 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 609 Ib uplift at joint 2, 889 Ib uplift at joint 24 412 Ib uplift at joint 20 and 271 Ib uplift at joint 16. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. gTFOFCAIIFO� 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard September 15,2017 - Continued on Daae 2 ®WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. f (1/03/2015 BEFORE USE. ' Design valid for use only with WWI) connectors. This design Is based only upon parameters shown, and Is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITOW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPII Quality Criteria, DSBA9 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/a Center plate on joint unless x, y offsets are indicated. Dimensions are in ft -in -sixteenths. I 6-4-8 dimensions shown in ft4n-sixteenths (Drawings (Drawings not to scale) Damage or Personal Injury Apply plates to both sides of truss I 1. Additional stability bracing for truss system, e.g. and fully embed teelh. diagonal or x -bracing, is always required. See BC;SI. t „ 2. Truss bracing must be designed by an engineer. For 2 3 TOP CHORDS c1-2 c2a wide truss spacing, individual lateral braces themselves may require bracing, or oltemative T, I, or Eliminator bracing should be considered. WEBS 4 3. Never exceed the design loading shown and never inadequately braced trusses. p, stack materials on O �'� ; �y� 3 0 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate b designer, erection supervisor, property owner and plates 0-'A& from outside a �'' u U all other interested parties. edge of truss. p 5. Cut members to bear tightly against each other. C2� eea csa BOTTOM CHORDS 6. Place plates on each face of truss of each This symbol indicates the8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. Plate location details available in MITek 20/20 SOttWar@ Of upon f@qU@St. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Comber is a non-structural consideration and is the width measured perpendicular 4 x 4 responsibility of t aus fabricator. General practice is to to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, sae, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR -131 1, ESR -1352, ER -5243, 9604B, by text in the bracing section of the 95-43,96-31, 9667A 13. Top chords must be sheathed or purtins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER -3907, 9432A 14. Bottom chords require lateral bracing at 10 H. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not cut or after truss member of plate without prior ,Ono (supports) occur. Icons vary but © 2006 MiTek® All Rights Reserved approval of on engineer. reaction section indicates joint �� ® Ft number where bearings occur. 17. Install and load vertically unless indicated otherwise. - — 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ti ANSI/TPI i : National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. MiTek ® and before use. Reviewing pictures alone pictures) is not sufficient. SCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER r0 PERFORM.- AN5l/TPI I Quofily Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10-'08 t � ♦ Rf Y1M . ryC ��I/ . Endeavor Homes, Oroville, CA 95965 7.430 s Jul 25 2013 MITek Industries, Inc. Thu Sep 14 16:20:50 2017 Page 2 ID:0419SrtEBGMgbk4V3EcIWkygOAA-SPgOyIYzoCoWsf5CS7gFF2jba4shf5RcU1 KIGNyde_h LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 I Uniform Loads (plf) Vert: 1-29=-68, 5-29=268(F=-200), 5-31=-268(F=-200), 6-31=-68, 6-14=68, 14-17=68, 2-21=16, 19-21=-56(F=-40), 16-19=16 v1 _ 1 , t t A G i t t t , I Job Truss Truss Type - Qly Ply Williams -L , 851725281 WILLIAMS L Al2 SPECIAL 4 1 ' Job Reference (optional) " ®WARNING - VerKy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall pat building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M! lek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Duality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4 Center plate on joint unless x, y offsets are indicated. 6-4-8 dimensions shown in ft4n-sixteenths Damage or Personal Injury Dimensions are in ft -in -sixteenths. (Drawings not to scale) Apply plates to both sides of truss PP Y P 1. Additional stability bracing for truss system, e.g. Und fully embed Icclh• diagonal orX-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For O .I/1 6, 1 2 3 TOP CHORDS c1-2 c2.3 wide truss spacing, individual lateral braces themselves may require bracing, or aftemative T, I, or Eliminator bracing should be considered. �a, 4 3. Never exceed the design loading shown and never o stack materials on inadequately braced trusses. O �'> ; O VX1 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U eb = designer, erection supervisor, property owner and plates 0 -'Ag' from outside a- �' u () all other interested parties. edge Of truss. a0 5. Cut members to bear tightly against each other. Cz� cs� csc BOTTOM CHORDS 6. Place plates on each face of truss at each ' This symbol indicates the 8 7 b 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. ' Plate location details available In MiTek 20/20 SOttWare Of upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 10. Camber is a non-structural consideration and is the width measured perpendicular 4 x 4 NUMBERS/LETTERS. responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 12. Lumber used shall be of the species and size. and in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR -1311, ESR -1352, ER -5243, 9604B, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER -3907, 9432A 14. Bottom chords require lateral bracing at 10 ft: spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings (supports) occur. Icons vary but © 2006 MTek@ All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable - environmental, health or performance risks. Consult with project engineer before use. Industry Standards: - ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction.MiTek ® and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. Is not sufficient. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER ra PERFORM." Af4S1/1P1 1 Quurly aiicau. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10208 Job Truss Truss Type city Ply Williams -L I/deft Ud PLATES GRIP TCLL 20.0 851725282 WILLIAMS_L A13 SPECIAL 1 1 360 MT20 220/195 TCDL 14.0 Lumber Increase 1.25 Job Refe e (options! tneeavor momes, urovine, GA voaoo 2 m d 4x5 = 4-7-12 3-10-0 51-8 ID:0419Sr 18-9-9 25-11-8 i 29$1 5-24 T 7-1-15 3-74 8x10 M18SHS = 10.00 12 6 r.csu s tries. mc. i nu bep 14 m:eu:ot zut ( ✓3EclWkygOAA-wcOoA5ZbZWwNUpgP?gBUoFGs2PJxOZiI 368-7 41-9.13 47-3-0 4 31 7-1-11 51-5 553 -0- 1 Scale = 1:86.4 I Bx10 M18SHS '� 2x4 II 6x6 = 23 7 8 94 9 9s 20 19 18 17 16 15 `� 14 13 4x4 = 2x4 II 3x5 = 56 = 4x12 = 8x10 II 6x8 = 5x6 = 2x4 II 4x4 = 4x4 = 4x4 = 47-12 6512 13.7-4 19-9.9 2511-8 29812 368-7 41-9-13 47-3-0 47-12 110.0 51-8 52-4 7-1-15 37-4 7-1-11 51.5 SS3 Plate offsets MY): 16:0-8-4,0-2-01, [8:0-2-4. Edge], 19:0-6-8,0-1-81, 111:0-0-0,0-0-41. 114:0-2-8,0-3-01. [16:0-7-4.0-4-01, 118:0-3-0.0-3-01 12a d 4x5 = d LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) -0.06 14-15 >999 360 MT20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.37 Vert(TL) -0.11 14-15 >999 240 M18SHS 220/195 BCLL 0.0 ' Rep Stress Incr NO WB 0.63 HOrz(TL) 0.02 11 n/a n/a BCDL 8.0 Code IBC2012rrP12007 (Matrix) Weight: 297 Ib FT = 20% LUMBER BRACING TOP CHORD 20 OF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 OF No.2 'Except' 2-0-0 oc purlins (6-0-0 max.): 6-9. 15-17:2x6 OF No.2 G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 OF No.2 WEBS 1 Row at mid pt 6-16, 7-16, 8-15, 9-15 REACTIONS All bearings 0-3-8 except Qt=length) 19=0-5-8, 11=0-5-8. (lb) - Max Horz 2=244(LC 11) Max Uplift All uplift 100 Ib or less at joint(s) except 2=116(LC 8), 19=327(LC 12), 15=437(LC 8), 11=151(LC 13) Max Grav All reactions 250 Ib or less at joints) except 2=264(LC 25), 19=1507(LC 25), 15=2465(LC 1), 11=71O(LC 26) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-173/516, 4-5=743/173, 5-6=-888/244, 6-7=-430/209, 7-8=-430/209, 9-10=-486/158,10-11=-813/143 BOTCHORD 18-19=-530/156, 17-18=177/604, 16-17=174/598, 15-16=-426/271, 14-15=11/308, 13-14=0/507, 11-13=0/507 WEBS 3-19=538/159, 4-19=-1299/302, 4-18=211/1257, 5-18=559/150, 6-17=37/314, 6-16=370/84, 7-16=363/168, 8-16=375/1699, 8-15=-1930/464, 9-15=-879/170, 9-14=-89/468, 10-14=-454/215 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) -1-0-0 to 3-8-11, Interior(1) 3-8-11 to 18-0-8, Exterior(2) 18-9-8 to 41-5-3, Interior(1) 41-5-3 to 48-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.Opsf. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 Ib uplift at joint 2, 327 Ib uplift at joint 19 , 437 Ib uplift at joint 15 and 151 Ib uplift at joint 11. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 914 Ib down and 233 Ib up at 25-11-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). QROFESS/ON 1 EODOs� �F2c W wP C 75435 � A EXP. 0313112018 t* *1 "�OFCAU` Cantamhar 15 7(117 ®WARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. • Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Informatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Suite 109 Citrus Heights, CA 95610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y Failure to Follow Could Cause Property offsets are indicated. Dimensions are in ft -in -sixteenths. 6-4-8 dimensions shown in ft -in -sixteenths (Drawings not to scale) Damage or Personal Injury Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or x -bracing, is always required. See BCSI. '1/16 2 Truss must ben enneer. For ual aal 1 2 3 TOP CHORDS c1-2 c2.3 laterned wide truss spacing, c ng braces themselves may require bracing, or allemative T, 1, or Eliminator bracing should be considered. WEBS 4 3. Never exceed the design loading shown and never p , stack materials on inadequately braced trusses. w h O O u '� A �,�� ; O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate b designer, erection supervisor, property owner and Plates 0 -'Al' from outside a �'' U U all other interested parties. edge of truss. CL 5. Cut members to bear tightly against each other. C7.8 c6-7 cS6 O BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 'Plate location details available in MiTek 20/20 software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is thelate p CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is anon -structural consideration and is the 4 X 4 width measured perpendicular responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR -131 1, ESR -1352, ER -5243, 9604B, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER -3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but © 2006 MiTeW All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or offer truss member or plate without prior approval of on engineer, reaction section indicates joint ® number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable - - environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI i : National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. ® and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. MiTek is not sufficient. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER rcr PEl71t`cRM." ANSI/TPf I Quolify 0ilefiiu. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10-'08 Job Truss Truss Type Qty .Ply wlllems_L t I • r . Job Truss Truss Type A13 oty 1 1 Williamsl-Endeavor 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. � Job Refer a ce (optional) ' fly Homes, Orovllle, CA 95965 7.430 s Jul 25 2013 MITek Industries, Inc. Thu Sep 14 16:20:52 2017 Page 2 - ID:0419SrtEBGMgbk4V3EclWkygOAA-0oyANRaDKg2E5yFbZYijLTplopfA7?xuxLgsKGyde f LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 t Uniform f) Loads (pl !_ Vert: 1-5=68, 5-6=-68, 6-9=68, 9-128, 2-11=16 Concentrated Loads (lb) - Vert: 16=800(F) r 1 Job Truss Truss Type Qty .Ply wlllems_L t I • r . 851725282 WILLIAMS L ' A13 SPECIAL 1 1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI11 Quality Criteria, OSB -89 and SCSI Building Component ' 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. � Job Refer a ce (optional) ' ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. f 0/03/201S BEFORE USE. r ■■ -, • - t 1 t I • r . building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. f 0/03/201S BEFORE USE. ■■ -, • - Design valid for use onlywith MrrekO connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 11 �7:Te 1.', is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the �Y�I l R fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI11 Quality Criteria, OSB -89 and SCSI Building Component ' 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y Failure to Follow Could Cause Property offsets are indicated. Dimensions are in ft-in-sixteenths. 6 4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Damage or Personal Injury Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed ieelii. diagonal or x-bracing, is always required. See BCSI. 0i „ ' /16 2. Tans bracing must be designed by an engineer. For 1 2 3 TOP CHORDS cr-2 c2a wide truss spacing, individual lateral braces themselves may require bracing, or attemative T, I, or Eliminator bracing should be considered. WEBS 4 3. Never exceed the design loading shown and never inadequately braced trusses. p, stack materials on h 00 u �y� O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate b designer, erection supervisor, property owner and 011Nplates 0-'Al' from outside a �'° U all other interested parties. edge Of irU55. 5. Cut members to bear tightly against each other. C7.8 c6-7 CS-6 O BOTTOM CHORDS 6. Place plates on each face of truss at each This Symbol indicates the 8 7 6 5 oint and embed fully. Knots and wane of joint locations required direction of slots in are regulated by ANSI/TPI 1. Connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. ' Plate location details available in MiTek 20/20 software Or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not appricable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the width measured perpendicular 4 x 4 responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR-131 1, ESR-1352, ER-5243, 9604B, by text in the bracing section of the 95-43,96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER-3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but © 2006 MiTek® All Riqhts Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or atter truss member or plate without prior approvaf of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable - — — — — environmental, health or performance risks. Consult with project engineer before use. Industry Standards: — ANSI/TPII : National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction.MiTek- ® and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient.. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER re 1'9ERF0RM.` ANSI/TPI 1 Quality CrIlerto. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10-'08 Job Truss Truss Type Qty • yr1 (loc) I/deft Ud PLATES [lyWlllams_L 851725283 WILUAMS_L A13M MONO TRUSS 1 1 8-9 >999 360 MT20 220/195 TCDL 14.0 Job Reference (optional ID:0419SMEBGMgbkZgt IWkygOAA-0oyANRaDKg2E5yFbZYijLTp2upg7715uxlgsKGyde f r1-0.OI Ss4 1 10-(x9 - 17-10-0 ssa 11-5 7-3.7 .. 6x10 MT18H Scale = 1:56.3 5x6 = 1.5x4 II 5x8 = 4x5 = s5-4 I 10.6-9 17-10.0 - ' 55-4 s1-5 7-3-7 Plate offsets (X.Y): [2:0-2-1.0-1-81.[4:0-7-4.0-2-41.[9:0-4-0.0-3-01 LOADING (psf) SPACING d, CSI • yr1 1.5x4 II 5x8 = 4x5 = s5-4 I 10.6-9 17-10.0 - ' 55-4 s1-5 7-3-7 Plate offsets (X.Y): [2:0-2-1.0-1-81.[4:0-7-4.0-2-41.[9:0-4-0.0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) -0.07 8-9 >999 360 MT20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.32 Vert(TL) -0.13 8-9 >999 240 MT18H 220/195 BCLL 0.0 ' Rep Stress Incr YES WB 0.49 Horz(TL) 0.02 8 n/a n/a BCDL 8.0 Code IBC2012/TPI2007 (Matrix) Weight: 108 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-3 oc purlins, except BOT CHORD 2x4 DF No.2 r _ I end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. WEBS 2x4 DF No.2 BOT CHORD Rigid Ceiling directly applied or 1D-0-0 oc bracing. WEBS 1 Row at midpt 5-8,4-9 REACTIONS (Ib/size) 8=737/0-5-8 (min. D-1-8), 2=814/0-5-8 (min. D-1-8) Max Horz 2=337(LC 11) Max Uplift8=215(1_C 9), 2=-142(LC 12) Max Grav 8=754(LC 2), 2=8'14(LC 1) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1030/169, 3-4=705/207, 4-5=516/208, 5-8=-793/269 BOT CHORD 2-10=365/891, 9-10=-365/891 WEBS 3-9=-447/215, 5-9=254/736 NOTES 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-6-9, Exterior(2) 10-6-9 to 13-6-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom Chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 215 Ib uplift at joint 8 and 142 Ib uplift at joint 2. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard _ QFtOFESS/pN i EODC�FZ w wP C 75435 FC m. M * EXP. 0313112018 * / r rDF CAU September 15,2017 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 111(03/2015 BEFORE USE. Design valid for use only with MRek9 connectors. This design is based only upon parameters shown, and Is for an Individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall ` ' building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M[ Iek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrTPI'I Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety :on, available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights. CA 95610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4 Center plate on joint unless x, y offsets are indicated. 6-4-8 dimensions shown in ft4n-sixteenths Damage or Personal Injury Dimensions are in ft -in -sixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully erTibed leelh. diagonal or X -bracing, is always required. See BCSI." „ 2. Tens bracing must be designed by an engineer. For 0-1/1 6 1 2 3 TOP CHORDS c1-2 c2-3 wide truss spacing, individual lateral braces themselves may require bracing, or attemative T, I, or Eliminator bracing should be considered. WEBS �a, 4 3. Never exceed the design loading shown and never o stack materials on inadequately braced trusses. O �•� 3 �y� 3 O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate a designer, erection supervisor, property owner and plates 0 -'Ag' from outside a_ �'' u U all other interested parties. edge Of truss. 0 5. Cut members to bear tightly against each other. c� e 0 BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates theoint 8 7 6 5 and embed fully. Knots and wane at joint j " required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. ' Plate location details available in MiTek 20/20 software Or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE. shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 10. Camber is a non-structural consideration and is the width measured perpendicular 4 x 4 NUMBERS/LETTERS. responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, sae, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR -131 1, ESR -1352, ER -5243, 96048, by text in the bracing section of the 95-43,96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T. I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER -3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings (supports) occur. Icons vary but © 2006 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of on engineer. reaction section indicates joint ® number where bearings occur. 17. Install and load vertically unless indicated otherwise. 1 B. Use of green or treated lumber may pose unacceptable -. --- r-= environmental, health or performance risks. Consult with . . project engineer before use. Industry Standards' ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back. words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. MiTek BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, FRC7WE'R trot PERFORM." ANSI/TPI 1 QuuGly C ileiiu. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10-'08 Job Truss Truss Type + Qty Ply Williams -L CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 851725284 WILLIAMS_L A13S PORCH TRUSS 1 1 Lumber Increase 1.25 BC 0.31 Vert(TL) -0.13 8-9 >999 240 MT18H 220/195 BCLL 0.0 " Job Reference o bona cnaeavor Homes. vruvnrc, i.n wnoa acy rogc ID:0419SrtEBGMgbk4V3EclW(ygOAA-s_WZanbr57B5j6gn7FDytgLDXDORsWC2A?ZQsiyde_e 11-0.OI 47-12 8-512 13-7-4 I 159-8 I 2511-8 I 1-0-0 47-12 310.0 51-8 52-4 7-2-0 6x10 MT18H // 3x4 = 12 11 10 9 8 1.5x4 I I 3x4 = 5x6 = 3x8 = 4x4 II Scale = 1:57.3 Plate Offsets MY): 16:0-74,0-241. f8:Edge,0-3-81. f10:0-3-0,0-3-01 7-9=-193/615 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) -0.07 8-9 >999 360 MT20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.31 Vert(TL) -0.13 8-9 >999 240 MT18H 220/195 BCLL 0.0 " Rep Stress Incr YES WB 0.37 Horz(TL) 0.01 8 n/a n/a Q?,OFESS/O�y q!� BCDL 8.0 Code IBC2012fTP12007 (Matrix) S� LOAD CASE(S) Standard Weight: 146 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD , Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.2 end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. WEBS 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: '6-0-0 oc bracing: 10-11. WEBS 1 Row at midpt 7-8.6-9 REACTIONS (Ib/size) 8=670/Mechanical, 2=313/0-3-8 (min. 0-1-8), 11=1251/0-58 (min. 0.1-8) Max Horz 2=350(LC 9) Max Upli t8=181(LC 9), 2=-119(LC 8), 11=-286(LC 12) Max Grav 8=693(LC 2), 2=313(LC 1), 11=1251(LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-323/108, 3-4=276/513, 4-5=-593/139, 56=624/190, 6-7=-459/199, 7-8=-688/224 BOT CHORD 2-12=205/296, 11-12=-205/296, 10-11=354/103, 9-10=225/608 WEBS 3-11=533/159, 4-11=-1029/259, 4-10=160/913, 570=399/130, 6-9=253/217, 7-9=-193/615 NOTES 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 18-9-8, Exterior(2) 18-9-8 to 21-9-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.Opsf. 6) Refer to for truss to truss girder(s) connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 181 Ib uplift at joint 8, 119 Ib uplift at joint 2 and 286 Ib uplift at joint 11. Q?,OFESS/O�y q!� 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom Chord.PQOUp T EOQO 2c S� LOAD CASE(S) Standard ca w C 75435 c m X 18 * / OF September 15,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component• not a truss system. Before use. the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Suite 109 Citrus Heights, CA 95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property _ 3/4 Center plate on joint unless x, y offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. ur rd fully cr r ibed leelii. diagonal or X-bracing, is atw6ys required. See SCSI. 2. Truss bracing must be designed by an engineer. For 0-,/.l 6„ T T 1 _ 2 3 TOP CHORDS cr-s cza wide truss spacing, individual lateral braces themselves may require bracing, or oltemative T,1, or Eliminator bracing should be considered. WEBS 4 3. Never exceed the design loading shown and never Q �, stack materials on inadequately braced trusses. O �•� 3 �y� ; O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate b designer, erection supervisor, properly owner and plates 0-'Al' from outside a u U all other interested parties. edge Of truss. a0 5. Cut members to bear, tightly against each other. c7.8 �7 cs-6 BOTTOM CHORDS 6. Place plates on each face of truss of each This symbol indicates the 8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIAPI I. Plate location details available in MiTek 20/20 software Or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Comber is a non-structural consideration and is the width measured perpendicular 4 4 responsibility of truss fabricator. General practice is to x to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T. I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER-3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed. unless otherwise noted. BEARING Indicates location where bearings (supports) occur. Icons vory but © 2006 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of an engineer. reaction section indicates joint ® number where bearings occur. 17. Install and load vertically unless indicated otherwise. I B. Use of green or treated lumber may pose unacceptable - - - environmental, health or performance risks. Consult with — -- _— — project engineer before use. Industry Standards: - ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Plate Connected Wood Truss Construction.MiTek ® is not sufficient. DSB-89: Design Standard for Bracing. SCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, PCYWER ra PERFORM.'” ANSI/7P1 I Guulily Crileriu. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10-'08 Job Truss Truss Type Qty Ply Williams L 39-0 36.0 3Fi•0.6.9 4411 4 Plate Offsets MY): f6:0-9-4.0-2-41. [10:0-4-4.0-2-01, [13:0-1-9.Edgel. 116:0-2-12.0.2-121. [19:0-4-0.0-1-131. [20:0-7-4.0-2-01. 121:0-1-12.0.2-01. 122:0-3-0.0-3-01 851725285 WILLIAMS L A13V SPECIAL 1 1 (loc) I/defl Ud PLATES GRIP TCLL, 20.0 Plates Increase 1.25 TC 0.73 Job Reference o do al r=naea.. Homes, vmvme, i,n aaxa r.wu s rico w a i v mn ex mausmes, mc. i nu aep w ia­­u r r rage r I D:0419SrtEB G Mgbk4V3Ec1 WkygOAAoNdJ?Sc5d IRpy0_AE g F 0y5 R U ROfnKGxLdJ2wxbyde_c 47-12 8.8.12 137-4 18-9-9 25-11-8 29�r12 33-2-8 36.8.7 3 42-7-11 477 , 4 3 1.0. 47-12 310.0 51-8 52-4 7-1-15 37-4 37-12 3.6.0 1.1 4-4-11 47-5 1.4 Scale = 1:86.3 4x5 = 802 M18SHS 10.00 12 28 6 802 M18SHS 4x10 %3x'12 %2 4.00 12 3x12 5 4 26 24 23 2x4 II 3x5 = 22 33 5x6 = 2x4 11 6x8 = 3x5 = 7a 7' 8 3n 9 21 34 4x8 = 4x4 = 8x10 It 198x8 i 4x4 = 4x4 = 4x4 = 10 5x6 3x5 N- 11 6.50 F12 4x5 J 47-12 8-512 1374 1 1 18-39 2511-8 1 1 29-8-9 1 332-8 36-8-7 3 42-7-11 47-3-0 1 1 1 47-12 310.0 51-8 52-4 7-1-15 39-0 36.0 3Fi•0.6.9 4411 4 Plate Offsets MY): f6:0-9-4.0-2-41. [10:0-4-4.0-2-01, [13:0-1-9.Edgel. 116:0-2-12.0.2-121. [19:0-4-0.0-1-131. [20:0-7-4.0-2-01. 121:0-1-12.0.2-01. 122:0-3-0.0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL, 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) -0.05 21-22 >999 360 MT20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.51 Vert(TL) -0.15 21-22 >999 240 M18SHS 220/195 BCLL 0.0 ' Rep Stress Incr NO W3 1.00 Horz(TL) 0.10 13 n/a n/a BCDL 8.0 Code IBC2012/TP12007 (Matrix) Weight: 323 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 OF No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 5-4-15 oc purlins, except 5-6: 2x6 OF No.2 G 2-0-0 oc purlins (6-0-0 max.): 6-10. BOT CHORD 2x4 OF No.2 'Except' BOT CHORD Rigid ceiling directly applied or 5-10-5 oc bracing. 19-21: 2x6 OF No.2 G WEBS 1 Row at midpt 6-20, 7-20, 8-19 WEBS 2x4 OF No.2 WEDGE Right: 2x4 SYP No.3 REACTIONS All bearings 0-3-8 except @=length) 19=0-3-14 (input: 0-3-8) 13=0-5-8 23=0.5-8. (lb) - Max Horz 2=243(LC 11) Max Uplift All uplift 100 Ib or less at joint(s) except 2=101 (LC 8), 13=163(1_C 13), 23=-060(LC 12), 19=-516(LC 8) Max Grav All reactions 250 Ib or less at joints) 2 except 13=450(LC 26), 23=2689(LC 25), 19=3284(LC 1) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-191/395, 34=237/894, 4-5=-1986/519, 5-6=-1884/521, 6-7=-284/277, 7-8=-284/277, 8-9=0/437, 12-13=-883/193 BOT CHORD 2-24=340/157, 23-24=340/157, 22-23=-460/131, 21-22=-461/1691, 20-21=317/929, 19-20=880/241, 18-19=1004/274, 117-18=-674/288.16-17=277/338, 1516=56/658, 13-15=58/668 WEBS 3-23=-608/179, 423=-2726/632, 422=544/2541, 522=1232/338, 521=1057/318, 6-21=160/983, 6-20=-1279/204, 7-20=367/170, 8-20=488/2466, 8-19=3057/554, 8-18=-45/641, 9-18=679/83, 9-17=0/501, 10-17=-268/16, 11-17=-385/0, 11-16=0/274, 12-16=744/328 NOTES OQROFESS/py\ 1) Unbalanced roof live loads have been considered for this design. c` 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS I�� �O SEt700s F� (envelope) gable end zone and C -C Exterior(2) -1-0-0to 3-8-11, Interior(1) 3-8-11 to 18-9-8, Exterior(2) 18-9-8 to 41-53, Interior(1) �, JP ccJ, 2 41-53 to 48-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for O C 75435 n m reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 of w C A 3) Provide adequate drainage to prevent water ponding. EXP. 03/3112018 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 6 = 12% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will FOFCAl- fit between the bottom chord and any other members, with BCDL = 8.Opsf. 8) A plate rating reduction of 20% has been applied for the green lumber members. SentemhPr 15 gf117 (%AW&NIW,,pjWgired bearing size at joint(s) 19 greater than input bearing size ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. R Design valid for use only with MITekO connectors. This design is based only upon parameters shown, and Is for an individual building component, not Not truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall ; { ek• building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Ml l fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Informatlon avallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Suite 109 Citrus Hel Ms CA 95610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION x, Failure to Follow Could Cause Property 3/I Center plate on joint unless y offsets are indicated. 6 4 8 dimensions shown in 114n -sixteenths Damage or Personal Injury Dimensions are in ft -in -sixteenths. (Drawings not to scale) Apply plates to both Sides Of truss 1. Additional stability bracing for truss system, e.g. and fully embed ieeth. diagonal or x -bracing, is always required. See BCSI. 2. Tens bracing must be designed by an engineer. For 0.1/,6-- 1 2 3 TOP CHORDS c1-2 c2a wide truss spacing, individual lateral braces themselves may require bracing, or oftemative T, 1, or Eliminator bracing should be considered. WEBS coo 4 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. o! O �•> 3 �y� 3 O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate b designer, erection supervisor, property owner and plates 0 -'ns' from outside � +'' u U all other interested parties. edge of truss. 0 p 5. Cut members to bear tightly against each other. va c.�a cu � BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 6 5 - joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. Connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI I. Plate location details available In MfTek 20/20 software or upon request. B. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shoo not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the width measured perpendicular 4 x 4 responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports:12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR -131 1, ESR -1352, ER -5243, 9604B, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER -3907, 9432A 14. Bottom chards require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not cut or after truss member or plate without prior (supports) occur. Icons vary but © 2006 MiTek® All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur, 17. Install and load vertically unless indicated otherwise. - — - - - -- — — 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. MiTek ® and pictures) before use. Reviewing pictures alone is not sufficient. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER ra PERFORM." ANSVIPI 1 rgucirly Clilerio. Installing & Bracing of Metal Plate Connected Wood Trusses. Mi ek Engineering Reference Sheet: Mll-7473 rev. 10-'08 4 Endeavor Homes, Orovllle, CA- 95965 - 7.430 s Jul 25 2013 MiTek Industries. Inc. Thu Sep '14 16:20:55 2017 Page 2 - ID:0419SrtEBGMgbk4V3EclWkygOAA-oNdJ?ScShcRpyQ AEgFQy5RUROfnKGxLdJ2wxbyde_c NOTES 10) Bearing at joint(s) 13 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 101 Ib uplift at joint 2, 163 Ib uplift at joint 13, 660 Ib uplift at joint 23 and 516 Ib uplift at joint 19. s 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 914 Ib down and 233 Ib up at 2511-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ,LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-26=-68; 526=268(1`=-200), 528=-268(F=-200), 6-28=-68, 6-10=-68, 10-14=68, 2-19=16, 16-19=-16, 1316=16 Concentrated Loads (lb) , Vert: 20=800(F) • 1 ) Job Truss Truss Type - Qty Ply i - 851725265 FRefeLrence WILLIAMS—1. At 3V SPECIAL 1 1 - o do al ' r I 1 1 i i ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not • y a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing {y"'ek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Suite 109 Citrus Heights, CA 95610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 3/0 Center plate on joint unless x, y Failure to Follow Could Cause Property offsets are indicated. Dimensions are in ft -in -sixteenths. 6-4-8 dimensions shown in ft -in -sixteenths (Drawings not to scale) Damage or Personal Injury Apply plates t0 both sides of truss and fully embed teeth. 1. Additional stability bracing for truss system, e.g. diagonal or x -bracing, is always required. See BCSI. -/1611 01 2. Truss bracing must be designed by an engineer. For T 1 2 3 TOP CHORDS cr-2 C2 -3T —. wide truss spacing, individual lateral braces themselves may require bracing, or allemative T, I, or Eliminator bracing should be considered. W EBS4 3. Never exceed the design loading shown and never inadequately braced trusses. pA stack materials on O �•� 3 �y� a 0 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U = designer, erection supervisor, property owner and plates o -'Ad' from Outside o CJ all other interested parties. edge Of truss. p Cut members to bear tightly against each other. c7 -e c6_7 CS -65. � BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. Connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIAPI 1. ' Plate location details available in MITek 20/20 Software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is thelate p CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is anon -structural consideration and is the width measured perpendicular 4 x 4 responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR -131 1, ESR -1352, ER -5243, 9604B, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purfins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER -3907, 9432A 14. Bottom chords require lateral bracing at 10 0. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but C 2006 MTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or all truss member or plate without prior approval of on engineer. reaction section indicates joint � s ® Fl number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Industry Standards: --- project engineer before use. ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. ® and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. M I Te k is not sufficient. SCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER ra PERFORM." AN51/71 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10-'08 Job Truss Truss Type Qty Ply Williams—L 6x10 MT18H t 17-10.0 47-12 I 8-512 l 137-4 I 18.-9 l 2511-8 I 29.8.8 I 332-8 I 36.8-7 8-3-G 42-7-11 47-3-0 47-12 310.0 51-8 52-4 7-1-15 39-0 31'x0 3-6.0 1-8-9 851725286 WILLIAMS_L A14 SPECIAL 5 1 CSI DEFL in floc) Ildefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Job Reference o do al tnoeavor nomes, urovme, cA nonbo 47.12 3.10.0 ' 51-8 52-4 6x12 MT18H 3.400'12 6 3x10 // 28 6x10 4x10 % 3x12 2 4.00 12 3x12 5r 5 4 26 7-1-15 ID: r.asu s um zo zui j mites muustnes, mc. i nu bep 14 ib:zu:x zut r rage t 3.74 ' 3-7-12 ' 3.6.0 '159' 4-411 47-5 2x4 II 5x8 = 4x4 = 6x6 = 29_ 1 8 _ 30 9 10 3x5 N' 11 Scale = 1:89.6 4x5 = 24 23 22 21 33 20 19 6.50 12 4x5 � 2x4 II 3x5 = 5x6 = 3x5 = 5x8 = 6x10 MT18H t 17-10.0 47-12 I 8-512 l 137-4 I 18.-9 l 2511-8 I 29.8.8 I 332-8 I 36.8-7 8-3-G 42-7-11 47-3-0 47-12 310.0 51-8 52-4 7-1-15 39-0 31'x0 3-6.0 1-8-9 4411 47-5 Plate Offsets MY): 15:0-6-4.Edoel. 16:0-8-8.0-3-01, 110:0-4-4.0-3-01, [13:0-1-9,Edgel. 116:0-2-12,0-2-121. 119:0-8-4,0-2-81. 122:0-3-0,0-3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) Ildefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) -0.0920-21 >999 360 MT20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.45 Vert(TL) -0.2420-21 >999 240 MT18H 220/195 BCLL 0.0 ' Rep Stress Incr NO WB 0.73 Horz(TL) 0.09 13 n/a n/a BCDL 8.0 Code IBC2012lrP12007 (Matrix) Weight: 318 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 6-10: 2x6 DF No.2 G 2-0-0 oc purlins (6-0-0 max.): 6-10. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF No.2 WEBS 1 Row at midpt 6-20, 7-20, 8-19 WEDGE Right: 2x4 SYP No.3 REACTIONS All bearings 0-3-8 except (jt=length) 13=0-5-8, 23=0-5-8. (lb) - Max Horz 2=247(LC 11) Max Uplift All uplift 100 Ib or less atjoint(s) except 2=1103(LC 8), 19=358(LC 8), 13=-168(LC 13), 23=-622(LC 12) Max Grav All reactions 250 Ib or less at joint(s) 2 except 19=2642(LC 1), 13=432(LC 26),23=2536(LC 25) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-185/319, 3-4=230/792, 4-5=-1702/479, 56=-1574/468, 8-9=0/479, 10-11=0/288, 12-13=831/212 BOT CHORD 2-24=272/136, 23-24=272/136, 22-23=410/112, 21-22=432/1439, 20-21=294/771, 19-20=851/219, 18-19=1034/260, 17-18=717/274, 16-17=302/319, 15-16=71/614, 13-15=74/624 WEBS 3-23=584/175, 423=-2437/597, 422=-476/2141, 5-22=1103/297, 5-21=987/310, 6-21=150/870, 6-20=-1429/258, 7-20=352/168, 8-20=286/1643, 8-19=2298/364, 8-18=37/590, 9-18=643/79, 9-17=0/487, 10.17=-282/14, 11-17=-365/7, 12-16=747/326 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS QROFESS/pN (envelope) gable end zone and C -C Exterior(2) -1-0-0 to 3-8-11, Interior(1) 3-8-11 to 18-7-13, Exterior(2) 18-7-13 to 41-5-3, Interior(1) T EOD q�F 41-5-3 to 48-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for Os 2c reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. o C 75435 n m 4) All plates are MT20 plates unless otherwise indicated. w C A 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. EXP. 03/31/2018 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will * fit between the bottom chord and any other members, with BCDL = 8.Opsf. 7) A plate rating reduction of 20% has been applied for the green lumber members. iy P 8) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity OFCAV of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 103 Ib uplift at joint 2, 358 Ib uplift at joint 19 SPntPmhPr 15 9f117 ContM8)6Ip%Aj2int 13 and 622 Ib uplift at joint 23 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 10109/2015 BEFORE USE. Design valid for use only with MITeM connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hel hts CA 95610 Symbols Numbering_ System ® General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y Failure to Follow Could Cause Property offsets are indicated. 6 4 8 dimensions shown in ft4n-sixteenths 'Damage or Personal Injury Dimensions are in ff-in-sixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully errlbect leelh. diagonal or x -bracing, is always required. see BCSI. „ 2. Truss bracing must be designed by on engineer. For 0i -/1 6 1 2 3 TOP CHORDS cr-z csa wide tens spacing, individual lateral braces themselves may require bracing, or ottemative T, I, or Eliminator bracing should be considered. WEBS �a, 4 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. O � 3 �y� 3 O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate b designer, erection supervisor, property owner and plates 0 -'AG' from outside a �'' u U' all other interested parties. edge of truss. 0 - 5. Cut members to bear tightly against each other. , _ C7.6 C&7 CS6 0 BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 6 _ 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. ' Plate location details available in MiTek 20/20 software Or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not appricoble for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Comber is a non-structural consideration and is the width measured perpendicular 4 x 4 responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 12. Lumber used shall be of the species and size, and in oil respects, equal to or better than that specified. Indicated by symbol shown and/or ESR -1311, ESR -1352, ER -5243, 96048, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purfins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER -3907, 9432A 14. Bottom chords require lateral bracing at 10 H. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but © 2006 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of an engineer. reaction section indicates joint ® number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable _— - - — environmental, health or performance risks. Consult with _ - - project engineer before use. industry Standards: _ _ ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction.MiTek ® and pictures( before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER TO PERFORM '- APISI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10208 Job Truss, Truss Type Qty Ply Wlllams_L R51725286 WILLIAMS L A14 - SPECIAL � 5 1 Job Reference (optional Endeavor Homes, Oroville, CA 95965 7.430 s Jul 25 2013 MiTek Industries, Inc. Thu Sep 14 16:20:56 2017 Page 2 ID:0419SrtEBGMgbk4V3Ecl WkygOAA-GZBhDodj02ZgaaZMONmfVJzjRO_r3nJUszo4Tt yde_b NOTES 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 t Uniform Loads (plf) Vert: 1-26=-68, 526=268(F=200), 5-28=-268(F=-200), 6-28=68, 6-10=68, 10-14=68, 2-19=16, 16-19=16, 1316=16 i I ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/09/2015 BEFORE USE. , Design valid for use only with MITekS connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall Mat building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTOk• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricati777 on, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI11 Quality Criteria, DSB-89 and SCSI Building Component 7Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra. VA 22314. Suite 109 Citrus Heights, CA 95610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/a Center plate on joint unless x, y offsets are indicated. 6-4-8 dimensions shown in ft4ri-sixteenths Damage or Personal Injury Dimensions are in ft -in -sixteenths. �� (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully err bed lee Ill. diagonal or X -bracing, is always required. See BCSI. 1 „ 0-/1 2. Truss bracing must be designed by an engineer. For 6 1 2 3 TOP CHORDS cr-2 c2a wide truss spacing, individual lateral braces themselves may require bracing, or alternative T,1, or Eliminator bracing should be considered. WEBS 4 3. Never exceed the design loading shown and never p Cze stock materials on inadequately braced trusses. O �•� �y� O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate c designer, erection supervisor, property owner and plates 0-'n6' from outside other 0- �'� u U all interested parties. edge Of truss. 0 S. Cut members to bear tightly against each other. C7-8C6-7cs-6 ~ BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations ore regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIAPI 1. ' Plate location details available in MiTek 20/20 software Or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Comber is a non-structural consideration and is the width measured perpendicular 4 x 4 responsibility of truss fabricator. General practice is to to slots. Second dimension is comber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR -131 1, ESR -1352, ER -5243, 9604B, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER -3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings (supports) occur. Icons vary but C 2006 MiTek® All Rights Reserved 15. Connections not shown ore the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of an engineer. reaction section indicates joint � � ® number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable - --- environmental, health or performance risks. Consult with project engineer before use. Industry Standards: - ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. ® and pictures) before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. MiTek BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER TO PERFORM.- ANSI/TPI I Quolily Cdlciio. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10208 Job Truss Truss Type Qly Ply Wiilliams_L SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP 851725287 I WILLIAMS L At 5D GABLE 1 1 truss designed for 6300lb. drag Lumber Increase 1.25 BC 0.63 Vert(TL) -0.11 17-18 >999 240 MT18H 220/195 Job Reference(optional) enoeavor nomes, urowne, uA uama - -0. 4-7-128-512 -0. 4-7-12- 31i o r.asu s Jul za zut a Mn ex mousrnes, mc. t nu bep 14 tb:n:ua zut r rage r ID:0419SrtEBGMgbk4V3EclWkygOAA-Zv6LhCi6kCRgwfbiiLPl HnmszFLeCyM WTZ_xD7 117-418.9.9 2334 29.6.12 36.8.7 41.313 47-30 4 3 51-B 52-4 4-511 6-38 7-1-11 51-5 SS3 -4 6x10 MT18H 5x8 = 301110%52 7a r, 7 8 7a 9 5x6 7r Scale = 1:86.3 6x6 = 6x6 = 3x5 = 5x8 = 3x6 II 6x8 = 4-7-12 8-512 1374 18-39 2334 23512 3537 4e1 13 47-30 47-12 310.0 St -8 52-4 4-511 8-38 7-1-11 51.5 SS3 Plate Offsets MY): 15:0-6-4,Ednel. 16:0-7-8,0-2-41. 18:0-3-12,0.3-01. 19:0-3-0,0-2-11. 111:0-0-4,Edgel. 116:0-4-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.75 Vert(LL) 0.06 17-18 >999 360 MT20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.63 Vert(TL) -0.11 17-18 >999 240 MT18H 220/195 BCLL 0.0 ' Rep Stress Incr NO WB 0.71 Horz(TL) 0.09 11 n/a n/a fit between the bottom chord and any other members, with BCDL = 8.Opsf. BCDL 8.0 Code IBC2012/TP12007 (Matrix) Weight: 462 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-15 oc purlins, except BOT CHORD 2x4 DF No.2 2-0-0 oc puffins (4-0-10 max.): 6-9. WEBS 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 3-5-6 oc bracing. OTHERS 2x4 DF Std 'Except' WEBS 1 Row at midpt 4-18, 5-17, 6-16, 7-16, 8-16, 8-15, 8-14, 9-14 24-25,35-36,53-54: 2x4 DF No.2 WEDGE Right: 2x4 SYP No.3 REACTIONS All bearings 0-3-8 except (jt=length) 19=0.5-8, 11=0-5-8. (lb) - Max Horz 2=325(LC 36) Max Uplift All uplift 100 Ib or less at joint(s) except 2=253(LC 29), 19=2028(1_C 37), 15=-946(LC 29), 11=-2343(LC 40) Max Grav All reactions 250 Ib or less at joint(s) 2 except 19=2809(LC 50), 15=2117(LC 2), 11=2581(LC 35) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-631/652, 3-4=-1001/1319, 4-5=2362/1374, 5-6=-2296/1389, 6-7=-922/681, 7-8=-1761/1521, 8-9=-1456/1356, 9-10=2737/2533, 10-11=3878/3421 BOT CHORD 2-20=565/488, 19-20=565/488, 18-19=847/700, 17-18=2398/3222, 16-17=2657/2994, 15-16=3143/3089, 14-15=3143/3089, 13-14=-1253/1616, 11-13=2469/2672 WEBS 3-19=-589/187, 4-19=-3318/2010, 4-18=2109/3389, 5-18=-1744/1183, 5-17=1449/898, 6-17=-550/1031, 6-16=1023/618, 7-16=-333/153, 8-16=724/1425, 8-15=2186/1070, 8-14=-1362/1795, 9-114=10211/1025,10-114=484/287 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) -1-0-0 to 3-8-11, Interior(1) 3-8-11 to 18-7-13, Exterior(2) 18-7-13 to 41-5-3, Interior(1) ,OFESS/pN� 41-5-3 to 48-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for O, �,l jE�DOs Fy reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 FN 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details CID JQ Z as applicable, or consult qualified building designer as per ANSI/TPI 1. L w C 75435 c m 4) Provide adequate drainage to prevent water ponding. rn 5) All plates are MT20 plates unless otherwise indicated. EXP. 03/3112018 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �Q 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will OFCA1-W fit between the bottom chord and any other members, with BCDL = 8.Opsf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 253 Ib uplift at joint 2, 2028 Ib uplift at joint gontzmhs-r 15 7(117 Contiiflle` @Atbg8Wt2at joint 15 and 2343 Ib uplift at joint 11 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights. CA 95610 Symbols Numbering_ System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4 Center plate on joint unless x, y offsets are indicated. 6-4 8 dimensions shown in ft4n-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. (Drawings not to scale) Apply plates to both sides Of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or x-bracing, is always required. See BCSI. /16 2. Truss bracing must be designed by an engineer. For 1 2 3 TOP CHORDS wide truss spacing, individual lateral braces themselves may require bracing, or attemative T, I, or Eliminator T 1 I C1-2 cza bracing should be considered. WEBS Cz, 4 3. Never exceed the design loading shown and never inadequately braced trusses. p stack materials on O � ; �y.1 ; O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate a designer, erection supervisor, property owner and plates 0-'n6' from outside a u C=J all other interested parties. edge of truss. 0 p 5. Cut members to bear tightly against each other. c7a cs7 csa BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. Connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. `Plate location details available in MITek 20/20 software Or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is thelate P CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead bad deflection. the. length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12. Lumber used shall be of the species and size, and all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR-1311, ESR-1352. ER-5243, 96048, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purtins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110,84-32, 96-67, ER-3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but C 2006 MTea All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or ager truss member or plate without prior approval of on engineer. reaction section indicates joint �� ® number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable - - environmental, health or performance risks. Consult with . — — — — project engineer before use. Industry Standards: ANSI/TPII : National Design Specification for Metal 19. Review all portions of this design (front, back. words Plate Connected Wood Truss Construction.IT� and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. �® is not sufficient. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER To PERFORM." ANSI/TPI I Quality criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10208 Endeavor Homes, Orovllle, CA 95965 - - 7.430 s Jul 25 2013 MITek Industries. Inc. Thu Sep 14 16:21:03 2017 Page 2 ID:0419SrtEBGMgbk4V3EcIV*ygOAA-Zv6LhCi6kCRgwfbiiLPIHnmszFLeCyM WTZ_xD7yde_U NOTES 11) This truss has been designed for a total drag load of 6300 Ib. Lumber DOL=(1.33) Plate grip DOL=(1.33) .Connect truss to resist drag loads along bottom chord from 29-5-0 to 47-3-0 for 353.3 ptf. 12) Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-71=-68, 5-71=268(F=200), 5-73=-268(F=-200), 6-73 8, 6-9=68, 9.12=68, 2-11=16 t • I r . • I r I ' ®WARNING - Verfry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 10/07/70/5 BEFORE USE. Truss Type Qty Ply Williams -L PbTruss building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 851725267 WILLIAMS L A15D GABLE 1 1 truss designed for 63001b. dreg Safety Informatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 , Job Reference (optional) Endeavor Homes, Orovllle, CA 95965 - - 7.430 s Jul 25 2013 MITek Industries. Inc. Thu Sep 14 16:21:03 2017 Page 2 ID:0419SrtEBGMgbk4V3EcIV*ygOAA-Zv6LhCi6kCRgwfbiiLPIHnmszFLeCyM WTZ_xD7yde_U NOTES 11) This truss has been designed for a total drag load of 6300 Ib. Lumber DOL=(1.33) Plate grip DOL=(1.33) .Connect truss to resist drag loads along bottom chord from 29-5-0 to 47-3-0 for 353.3 ptf. 12) Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-71=-68, 5-71=268(F=200), 5-73=-268(F=-200), 6-73 8, 6-9=68, 9.12=68, 2-11=16 t • I r . • I r I ' ®WARNING - Verfry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 10/07/70/5 BEFORE USE. - Design valid for use only with MITek0 connectors. This design Is based only upon parameters shown, and is for an individual building component, not ®WARNING - Verfry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 10/07/70/5 BEFORE USE. - Design valid for use only with MITek0 connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrTPl1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Informatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 , Citrus Heights. CA 95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4 Center plate on joint unless x, y offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Damage or Personal Injury Dimensions are in ft -in -sixteenths. (Drawings (Drawings not to scale Apply plates to both sides Of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or x -bracing, is always required. see BC Si. 1 „ �' 2. Truss bracing must be designed by an engineer. For truss individual lateral braces themselves 2 3 TOP CHORDS c1-2 c2a wide spacing, may require bracing, or atlemotive T,1, or Eliminator bracing should be considered. WEBS 3. Never exceed the design loading shown and never stock materials on inadequately braced trusses. A,4 O •� ; ��� ;0 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate designer, erection supervisor, property owner and plates 0 -'Al' from Outside 0- U all other interested parties. edge of truss. 0 5. Cut members to bear tightly against each other. cz-e cb-a . BOTTOM CHORDS 6. Place plates on each face of truss at each o This symbol indicates the8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. Connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI I. ' Plate location details available in MITek 20/20 software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not appricable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Comber is a non-structural consideration and is the width measured perpendicular 4 x 4 responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, sae, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR -1311, ESR -1352, ER -5243, 9604B, by text in the bracing section of the 95-43,96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, i or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER -3907, 9432A 14. Bottom chords require lateral bracing at 10 0. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but © 2006 MiTek® All Riqhts Reserved I5. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable -- — environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI i : National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction.MiTek ® and pictures) before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling. POWER ro PERFORM." A14$1/TPI 1 QUCAty Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10208 Job Truss Truss Type Qty Ply Wlllams_L 116:0-2-12.0-3-01. 118:0-4-4.0-2-81. 120:0-2-12.0-3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in 851725288 WILLIAMS_L A16 GABLE - 3 Vert(LL) -0.23 16-17 >999 360 MT20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.63 16-17 >739 240 G Job Reference (optional) Endeavor Homes, Orovllle, CA 95965 7.430 s Jul 25 2013 MRek Industries, Inc. Thu Sep 14 16:21:05 2017 4-7-12 3-10-0 51-8 52-4 3-7-7 6-1-2 6.1-2 .2-1-3 ' 52-0 54-9 Scale = 1:89.6 5x8 4- 3x8 = 5x6 = 2x4 II 1n n0 Fi ., .,,6x6 = 4x5 = 22 21 20 19 18 2x4 II 3x5 = 5x6 = 3x8 = 5x6 = 4x5 1 47-12 8� S 2 13.7-4 18-9.9 j 22 -SO 2882 347-4 ,3G8-7� 41-10-7 47-3-0 I 47-12 110.0 Si -8 52-4 37-7 F I 51-2 i 6.1-2 2-1-3 52.0 5-49 Plate offsets MY): 16:0-3-0.0-2-11. 18:0-3-0.0-3-0t. n0:0 -4-4.0-2-0t. 112:0-1-9.Edaet. 116:0-2-12.0-3-01. 118:0-4-4.0-2-81. 120:0-2-12.0-3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud 'PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.96 Vert(LL) -0.23 16-17 >999 360 MT20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.63 16-17 >739 240 Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. BCLL 0.0 ' Rep Stress Incr NO WB 0.44 Horz(TL) 0.53 12 n/a n/a 3) Unbalanced roof live loads have been considered for this design. BCDL 8.0 Code IBC2012/TPI2007 (Matrix) (envelope) gable end zone and C -C Exterior(2) -1-0-0 to 3-8-11, Interior(1) 3-8-11 to 18-9-8, Extedor(2) 18-9-8 to 41-5-3, Interior(1) SEOp Weight: 517 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-12 oc purlins, except BOT CHORD 2x4 DF No.2 2-0-0 oc purlins (5-3-4 max.): 6-10. WEBS 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing, Except: EXP. 03/3112018 6-0-0 oc bracing: 2-22,21-22,20-21. REACTIONS (Ib/size) 2=688/0-3-8 (min.0-1-8), 12=1690/0-5-8 (min.0-1-8), 21=4697/0-5-8 (min.0-2-11) Max Hoa 2=244(LC 11) 8) Bearing at joint(s) 12 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity Max Uplift 2=819(!_C 26), 12=286(1_C 13), 21=826(1_C 8) 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 819 Ib uplift at joint 2, 286 Ib uplift at joint 12 Max Grav 2=152(LC 9), 12=1690(LC 1), 21=4697(LC 1) and 826 Ib uplift at joint 21. FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-553/2940, 3-4=584/3464, 4-5=-1543/463, 5-6=2533/650, 6-7=1616/497, 7-8=-2984/673, 8-9=6030/958, 9-10=-6026/955, 10-11=-4972/804, 11-12=-5609/955 • BOT CHORD 2-22=-2781/498, 21-22=2781/498, 20.21=3302/609, 19-20=378/1339, 18-19=-367/1600, 17-18=424/1832,16-17=-660/3242,15-16=544/4082,14-15=-716/4639, 12-14=715/4629 MITek' WEBS 3-21=-567/148, 4-21=-4700/967, 4-20=1022/5255, 5-20=-2551/561, 5-19=-153/305, 6-19=172/488,7-19=-633/179, 7 -i8= -785/235,7 -l7= -267I1642. 8-17=-1651/342, 7777 Greenback Lane 8-16=-409/3254,10-16=681/3334,10-15=1 1121298. 11-15=-468/368 Suite 109 NOTES Citrus Heights CA 96610 t) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Pty to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. FES$/ 4) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS q?,0 ON q�F (envelope) gable end zone and C -C Exterior(2) -1-0-0 to 3-8-11, Interior(1) 3-8-11 to 18-9-8, Extedor(2) 18-9-8 to 41-5-3, Interior(1) SEOp 41-5-3 to 48-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 C, JP 5) Provide adequate drainage to prevent water ponding. (o C 75435 �' m 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. W C � 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will EXP. 03/3112018 fit between the bottom chord and any other members. 8) Bearing at joint(s) 12 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 819 Ib uplift at joint 2, 286 Ib uplift at joint 12 FOFCAUFO and 826 Ib uplift at joint 21. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom Chord. September 15,2017 Continued on Daae 2 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. • Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI/ Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Infornatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights CA 96610 Symbols Numbering System ® General Safety. Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4 Center plate on joint unless x, y offsets are indicated. 6-4-8 dimensions shown in ft4ri-sixteenths Damage or Personal Injury Dimensions are in ff-in-sixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or X -bracing, is always required. See BCSI. 1 „ �' /16 2. Truss bracing must be designed by an engineer. For braces themselves 1 2 3 TOP CHORDS c1-2 c2a wide truss spacing, individual lateral may require bracing, or altemative T, I, or Eliminator bracing should be considered. WEBS3. Never exceed the design loading shown and never inadequately braced trusses. stack materials on A,4 O •� ; �y� 3O4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U= designer, erection supervisor, property owner and plates 0-1n6' from outside a- U all other interested parties. edge of truss. CL 5. Cut members to bear tightly against each other. c» c6-7 H BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the - 8 7 6 5 joint and embed fully. Knots and wane at joint required direction Of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/rPI 1. ' Plate location details available in MfTek 20/20 software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the width measured perpendicular 4 x 4 responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, sae, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 12. Lumber used shall be of the species and size. and in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR -1311, ESR -1352. ER -5243, 9604B, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purfins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER -3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not cut or after truss member or plate without prior (supports) occur. Icons vary but. © 2006 MiTek® All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consull with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction.MiTek DSB-89: Design Standard for Bracing. o and pictures( before use. Reviewing pictures alone is not sufficient. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER TO PERFORM.- ANSIAPI I Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10208 • t Job Truss Truss Type Oly Ply Williams -L 851725288 WILLIAMS_L A16 GABLE 3 L Endeavor Homes, Oroville, CA 95965 7.430 s Jul 25 2013 MiTek Industries. Inc. Thu Sep 14 16:21:05 2017 Page 2 ID:0419SrtEBGMgbk4V3EclWkygOAA-WIE56tkNGph09y15gmRmMCr9l27TgxBpxtT210yde S LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-24=-68, 5-24=268(F=200), 5-26=-268(F=-200), 6-26=68, 6-10=68, 10-13=68, 2-18=16,16-18=16, 12-16=16 . t t r r • j • - t . r t t , (optional) ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7472 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek0 connectors. This design Is based only upon parameters shown. and Is for an Individual building component, not • a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the R - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB"9 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suhe 109 Citrus Heights, CA 95610 A Job Reference ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7472 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek0 connectors. This design Is based only upon parameters shown. and Is for an Individual building component, not • a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the R - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB"9 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suhe 109 Citrus Heights, CA 95610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4 Center plate on joint unless x, y offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in N-in-sixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth• diagonal or X-bracing, is always required. See BCSL 0-1z- 2. Truss bracing must be designed by an engineer. For individual lateral braces themselves 16 1 2 3 TOP CHORDS C1-2 c2-3 wide truss spacing, may require bracing, or alternative T, I, or Eliminator bracing should be considered. wEes ca, 4 3. Never exceed the design loading shown and never o stock materials on inadequately braced trusses. O •� ; �y� a O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate '. designer, erection supervisor, property owner and plates 0- W' from outside 0- �� u U all other interested parties. edge Of truss. p 5. Cut members to bear tightly against each other. cr e caa C. 0 BOTTOM CHORDS 6. Place plates on each face of truss of each This symbol indicates the$ 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. Connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. Plate location details available In MITek 20/20 software Or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Comber is a non-structural consideration and is the width measured perpendicular 4 x 4 responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 96048, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER-3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, it no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but © 2006 MiTekO All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of an engineer. reaction section indicates joint ®� ® number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable il9d-- — - environmental, health or performance risks. Consult with -- project engineer before use. Industry Standards: ANSI/TPI l : National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction.MiTek ® and pictures) before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER trO PERFORM." ANSIAPI I Quulily Ciileiio. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10208 Job Truss Truss Type Qty Ply Williams -1. 27-31 331-8 REACTIONS (Ib/size) 9=137610-5-8 (min. 0-1-8), 16=1376/115-8 (min. 0-1-9) 37-7 851725289 WILLIAMS_L A17 COMMON 11 1 Plate Offsets (X,Y): [1:0-1-0,0-1-121, [2:0-4-4.0-2-01, [4:0-3-0.Edgel, 16:0-8-4.0-2-01. 19:0-2-3.0-2-01. 112:0-4-4.0.3-12l. 9-10=-495/3654 Job Reference o tions/ tnaeavor nomes, um—e. — naso. 1— s uur ca a i s m� i es m.usmes, mc. --p —p .. io:c ru. cu i R rage r ID:0419SAEBGMgbk4V3EcIWkygOAA-_UoTJDI?17pFn6KHOUy?vQOLGS12PKNygXDcgSyde_R 4-8-1 8.3-8 144-10 I 20.512 I 22.7-0 i 27.31 33.1-8 4.8.1 37-7 6-1-2 6.1-2 2-1-4 52.1 5.4-7 10. 4x4 'i Scale = 1:62.0 • 600 MT18H = 6x6 = 4x4 = 6x6 = 1.5x4 II 16 15 14 5x8 3x4 II 3x4 = 5xB = LUMBER BRACING 4.8-1 8-3-B 14-4-10 20-512 22-7-0 WEBS 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 27-31 331-8 REACTIONS (Ib/size) 9=137610-5-8 (min. 0-1-8), 16=1376/115-8 (min. 0-1-9) 37-7 61-2 51-2 2-1-4 FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 52-1 54-7 Plate Offsets (X,Y): [1:0-1-0,0-1-121, [2:0-4-4.0-2-01, [4:0-3-0.Edgel, 16:0-8-4.0-2-01. 19:0-2-3.0-2-01. 112:0-4-4.0.3-12l. 9-10=-495/3654 [14:0-&4.0-2-61 WEBS 2-15=-649/189, 2-14=-268/960, 3-14=-1311/304, 3-13=237/1465, 4-13=1463/310, LOADING (psf) SPACING 2-0-0 NOTES CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 TC 0.88 Vert(LL) -0.33 12-13 >999 360 MT20 2201195 TCDL 14.0 Lumber Increase 1.25 fit between the bottom chord and any other members. BC 0.91 Vert(TL) -0.88 12-13 >445 240 MT18H 220/195 BCLL 0.0 ' Rep Stress Incr YES WB 0.70 Horz(TL) 0.89 9 n/a n/a BCDL 8.0 Code IBC2012/TPI2007 (Matrix) Weight: 203 Ib FT = 20% LUMBER BRACING ' TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except BOT CHORD 2x4 DF No.2 end verticals, and 2-0-0 oc purlins (2-4-12 max.): 2-6. WEBS 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. SLIDER Right 2x4 DF No.2 3-3-2 WEBS 1 Row at midpt 2-15,3-14 REACTIONS (Ib/size) 9=137610-5-8 (min. 0-1-8), 16=1376/115-8 (min. 0-1-9) Max Hoa 16=-278(LC 8) Max Uplift9=192(LC 13), 16-175(1-C 9) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-972/275, 2-3=1079/325, 3-4=2110/441, 4-5=-4662/721, 5-6=46561712, 6-7=-3899/542, 7-9=-4464/694, 1-16=-1396/300 BOT CHORD 14-15=204/618, 13-14=296/1105, 12-13=506/2373, 11-12=-414/3324, 10-11=-496/3687, 9-10=-495/3654 WEBS 2-15=-649/189, 2-14=-268/960, 3-14=-1311/304, 3-13=237/1465, 4-13=1463/310, 4-12=331/2765, 6-12=543/2520, 6-11=114/288, 7-11=-444/381, 1-15=1981915 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) 0-1-12 to 3-58, Interior(1) 3-5-8 to 4-8-1, Exterior(2) 4-8-1 to 25-10.12, Interior(1) 25-10-12 to 32-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. FESS/ Olyq 7) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. OQR 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 192 Ib uplift at joint 9 and 175 Ib uplift atf7 FU7 Z 16. JP & n joint 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LU QC 75435 m Lu C A EXP. 03131/2018 LOAD CASE(S) Standard * ' r�FCAUF� September 15,2017 . ®WARNING - Verffy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mrlek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall ;�ek• building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the HOW fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4 Center plate on joint unless x, y offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. �� (Drawings not to scale) Apply plates to both sides Of truss, 1. Additional stability bracing for truss system, e.g. and fully embed teeth.diagonal or x-bracing, is always required. See BCSI. ,. 2. Truss bracing must be designed by an engineer. For �i ' /16 1 2 3 TOP CHORDS cr-z cza wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. WEBS Sao 4 3. Never exceed the design loading shown and never 0 stack materials on inadequately braced trusses. O �•> ; ��� O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate b designer, erection supervisor, property owner and plates 0-'n6' from outside a �'° u U all other interested parties. edge of truss. p 5. Cut members to bear tightly against each other. cry z cs_6 BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the8 7 6 " 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI I. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. ' Plate location details available In MITek 20/20 software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular responsibility of truss fabricator. General practice is to to Slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports:12. Lumber used shall be of the species and size, and Indicated by'symbol shown and/or ESR-131 1, ESR-1352, ER-5243, 9604B, in all respects, equal to or better than that specified. by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER-3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but © 2006 MiTek® All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. - - - 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards' ANSI/TPII : National Design Specification for Metal 19. Review all portions of this design (front, back. words Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. MiTek-® and pictures) before use. Reviewing pictures alone is not sufficient. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER 1"a PERFORM.- ANSIAPI 1 Quality Crileria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 14'08 Job . Truss Truss Type Dly Ply Williams L a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall ii�•��` building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ' R51725290 WILLIAMS—L A20 GABLE 1 1 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job Reference o tional Endeavor Homes, Oroville, CA 95965 7.430 s Jul 25 2013 MiTek Industries. Inc. Thu Sep 14 16:21:09 2017 Page 1 ID:0419SrtEBGMgbk4V3EclWkygOAA-03UcxFntK2Cgea2s3cViX20yfgSjcgBPrVRGRnyde 0 48-1 8.3.8 14-4-10 20.512 22-7.0 27-9-1 331-8 4-8-1 37-7 6-1-2 6-1-2 2-1-4 52-1 10.0 3x 5x6 = Scale = 1:64.8, 8x10 �/ 3x4 = 5x6 = 5x10 LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, except BOT CHORD 2x4 DF No.2 end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-6. WEBS 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 5-2-8 oc bracing. OTHERS 2x4 OF Std WEBS 1 Row at mid pt 2-13,3-13 REACTIONS All bearings 8-3-8 except (jt=length) 8=0-5-8. (lb) - Max Horz 19=-277(LC 8) Max Uplift All uplift 100 Ib or less at joints) 18, 14 except 8=173(LC 13), 19=1437(LC 26), 13=359(LC 9), 16=-131(LC 9) Max Grav All reactions 250 Ib or less at joint(s) 19, 18, 17, 15 except 8=608(LC 26), 13=2694(LC 1), 16=720(LC 1) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-70/1086, 2-3=55/1154, 3-4=0/521, 4-5=-538/175, 5-6=521/166, 6-7=861/128, 7-8=-1942/399,1-19=-165/1431 BOTCHORD 15-16=-824/217, 14-15=824/217, 13-14=824/218, 12-13=-1451/305, 11-12=738/266, 10-11=64/642,9-10=-258/1585,8-9=-260/1578 WEBS 2-13=1103/131, 3-13=952/263, 312=161/870, 4-12=-842/230, 4-11=-117/1105, 5-11=292/140, 6-11=-261/247, 6-10=-118/379, 7-10=-984/448, 1-16=1115/207 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) 0-3.3 to 3-6-15, Interior(1) 3-6-15 to 4-6-5, Exterior(2) 4-6-5 to 26-0-8, Interior(1) 26-0-8 to 32-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 18, 14 except (jt=1b) 8=173.19=1437.13=359,16=131. 12) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. Continued on Daae 2 QtiOFESS/pN T EODOs �F2 w LQ C 75435 �� rnXI *-'.. /* t— — September 15,2017 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIJ-7473 rev. 10/03/2015 BEFORE USE. 19 18 17 16 15 14 13 • Design valid for use only with MRek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall ii�•��` building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 6x10 MT18H = Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPit Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hel hts CA 95610 24-10.0 48.1 838 14-4-10 1 20.512 27.9.1 331.8 1 I 48.1 37-7 6.1-2 51-2 122-7-0 2-1-4 I 52-1 I 54-7 I Plate Offsets (X.Y): 12:0-2-4.Edge1, [4:0-3-0.0-3-01. 16:0-7-8,0-2-41. 18:0-2-7.Edget, 111:0-2-0,0-0-41. 113:0-8-4.0-2-81. [46:0-1-12.0-0-121. 149:0-1-12.0-0-121 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) -0.06 9-10 >999 360 MT20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.18 9-10 >999 240 MT18H 220/195 BCLL 0.0 ' Rep Stress Incr YES WB 0.76 Horz(TL) 0.17 8 n/a n/a BCDL 8.0 Code IBC2012/TPI2007 (Matrix) Weight: 336 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, except BOT CHORD 2x4 DF No.2 end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-6. WEBS 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 5-2-8 oc bracing. OTHERS 2x4 OF Std WEBS 1 Row at mid pt 2-13,3-13 REACTIONS All bearings 8-3-8 except (jt=length) 8=0-5-8. (lb) - Max Horz 19=-277(LC 8) Max Uplift All uplift 100 Ib or less at joints) 18, 14 except 8=173(LC 13), 19=1437(LC 26), 13=359(LC 9), 16=-131(LC 9) Max Grav All reactions 250 Ib or less at joint(s) 19, 18, 17, 15 except 8=608(LC 26), 13=2694(LC 1), 16=720(LC 1) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-70/1086, 2-3=55/1154, 3-4=0/521, 4-5=-538/175, 5-6=521/166, 6-7=861/128, 7-8=-1942/399,1-19=-165/1431 BOTCHORD 15-16=-824/217, 14-15=824/217, 13-14=824/218, 12-13=-1451/305, 11-12=738/266, 10-11=64/642,9-10=-258/1585,8-9=-260/1578 WEBS 2-13=1103/131, 3-13=952/263, 312=161/870, 4-12=-842/230, 4-11=-117/1105, 5-11=292/140, 6-11=-261/247, 6-10=-118/379, 7-10=-984/448, 1-16=1115/207 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) 0-3.3 to 3-6-15, Interior(1) 3-6-15 to 4-6-5, Exterior(2) 4-6-5 to 26-0-8, Interior(1) 26-0-8 to 32-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 18, 14 except (jt=1b) 8=173.19=1437.13=359,16=131. 12) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. Continued on Daae 2 QtiOFESS/pN T EODOs �F2 w LQ C 75435 �� rnXI *-'.. /* t— — September 15,2017 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIJ-7473 rev. 10/03/2015 BEFORE USE. • Design valid for use only with MRek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall ii�•��` building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MFTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPit Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hel hts CA 95610 Symbols. Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y Failure to Follow Could Cause Property offsets are indicated. 6-4-8 dimensions shown in ft4n-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or X-bracing, is always required. See BCSI. 1 „ 0' /16 2. Truss bracing must be designed by an engineer. For themselves T I I 1 2 3 TOP CHORDS a-z cza wide truss spacing, individual lateral braces may require bracing, or aBemotive T,1, or Eliminator bracing should be considered. WEBS 4 3. Never exceed the design loading shown and never p, stack materials on inadequately braced trusses. O �'� 3 �y� ; 0 4.' Provide copies of this truss design to the building For 4 x 2 orientation, locate b designer, erection supervisor, property owner and plates 0-'Ag' from outside 0- �'� u U all other interested parties. edge of truss. 5. Cut members to bear tightly against each other. C7-8 C6b7 CS6 O0 BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the8 7 b 5 joint and embed fully. Knots and wane of joint required direction of slots in locations are regulated by ANSI/TPI I. Connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. ' Plate location details available in MfTek 20/20 software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not apprrcoble for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead bad deflection. the length parallel to slots.. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR-131 1, ESR-1352, ER-5243, 96048, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER-3907, 9432A 14. Bottom chords require lateral bracing at 10 H. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but © 2006 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of an engineer. reaction section indicates joint �� ® number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable — environmental, health or performance risks. Consultwith project engineer before use. Industry Standards: ANSI/TPII : National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. ® and pictures) before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. MiTek- BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER rC2 PERFORM." ANSI/71`1 I Quarry Critoria, Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: MII-7473 rev. 10-'08 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7472 rev. 10/03/2015 BEFORE USE. Job Truss Design valid for use only with Mrrek0 connectors. This design Is based only upon parameters shown, and Is for an Individual building component. not Truss Type �• Qty Ply Williams L building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcation. storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane 851725290 Suite 109 WILLIAMS—L A20 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7472 rev. 10/03/2015 BEFORE USE. Job Truss Design valid for use only with Mrrek0 connectors. This design Is based only upon parameters shown, and Is for an Individual building component. not Truss Type �• Qty Ply Williams L building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcation. storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane 851725290 Suite 109 WILLIAMS—L A20 Citrus Heights. CA 95610 GABLE 1 1 Job Reference (optional) Endeavor Homes, Oroville, CA 95965 7.430 s Jul 25 2013 MITek Industries, Inc. Thu Sep 14 16:21:09 2017 Page 2 ID:0419SrtEBGMgbk4V3EclWkygOAA-03UcxFntK2Cgea2s3cViX20yfgSjcg8PrVRGRnyde_0 NOTES 13) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. LOAD CASE(S) Standard ,i ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7472 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mrrek0 connectors. This design Is based only upon parameters shown, and Is for an Individual building component. not �• a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall ' building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcation. storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane ' Safety Information avallable from Truss Plate Insthute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights. CA 95610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/0 Center plate on joint unless x, y offsets are indicated. I 6 4 8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ff-in-sixteenths.Ij (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully errlbed leelh. diagonal or X-bracing, is always required. See BCSI. „ 2. Truss bracing must be designed by on engineer. For 01 ' /16 T I 1 2 3 TOP CHORDS ci-s cza wide truss spacing, individual lateral braces themselves may require bracing, or aftemative T,1, or Eliminator bracing should be considered. WEBS 4 3. Never exceed the design loading shown and never inadequately braced trusses. p, stack materials on o h p O b •> ; �y� 3 O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate b N designer, erection supervisor, property owner and plates 0-'Ag' from outside d �'' u U all other interested parties. edge of truss. a0 5. Cut members to bear tightly against each other. c7-8 C6-7 cse BOTTOM CHORDS 6. Place plates on each face of truss of each This symbol indicates the 8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. Connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI I. Plate location details available in MfTek 20/20 software Or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% of time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 10. Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular NUMBERS/LETTERS. responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR-131 1, ESR-1352, ER-5243, 96048, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER-3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but © 2006 MiTek® All Riqhts Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of on engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with _ project engineer before use. Industry Standards' ANSI/TPII : National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction.MiTek- ® and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER ro PERFORM." ANSI/TPI I Quullly Cdleilu. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10-'08 Job Truss Truss Type oty Ply Williams -L. - 7-1 6-3-7 11-7-B 17-3-5 17 7-1 5-7-14 5-4-0 5-7-14 7-1 Plate offsets (X,Y): 12:0-2-1,0-1-81, ' 851725291 WILLIAMS_L ACAP PIGGYBACK 29 1 PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC' 0.32 Vert(LL) -0.03 8-9 >999 360 MT20 220/195 Job Reference (optional) tnaeavor domes, orovlae, CA Mbsab - - r.47u s dm 2b zu17 nen eK mausines, mc. i nu bep 14 lb:21:1u 2u1 f rage 1 ID: 0419SrtEBGMgbk4V3EcIWkygOAA-sF1_9boW5MKhGjd2dJ1x3GY8w3gcLFEY49BpzDyde_N 411-7 8.11-7 12-11-8 1 17-10.15 l Y 4-11-7 4-0-0 4-0-0 4-11-7 r ,. 4x5 11 ) Scale = 1:43.4 4 �t 1 1 - -7 J$ 4aQ b 9 14 15 a' d 3x4 = 5x6 = 3x4 = 3x4 = - 7-1 6-3-7 11-7-B 17-3-5 17 7-1 5-7-14 5-4-0 5-7-14 7-1 Plate offsets (X,Y): 12:0-2-1,0-1-81, 16:0-2-1,0-1-81, I9:0-3-0.0-3-01 LOADING (psf) SPACING 2-0.0 CSI DEFL in (loc) I/deft Ud, PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC' 0.32 Vert(LL) -0.03 8-9 >999 360 MT20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.23 Vert(TL) -0.06 2-9 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(TL) 0.021 6 n/a n/a BCDL 8.0 Code IBC2012/TPI2007 (Matrix) Weight: 83 lb FT = 20% LUMBER BRACING f TOP CHORD 2x4 OF No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-2 oc purlins. BOT CHORD 2x4 OF No.2 BOT CHORD Rigid ceiling directly applied or 10-40 oc bracing. WEBS 2x4 OF No.2 REACTIONS (Ib/size) 2=723/0-5-8 (min. 0-1-8), 6=723/0-5-8 (min. 0-1-8) Max Horz 2=174(LC 10) Max Uplift 2=124([-C 12), 6=124(LC 13) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1036/168, 3-4=981/237, 4-5=981/237, 5-6=-1036/168 BOT CHORD 2-9=-139/687, 8-9=17/452, 6-8=60/688 WEBS 39=-296/191, 4-9=150/449, 4-8=-150/449, 5-8=296/191 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 8-11-7, Exterior(2) 8-11-7 to 11-11-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 2=124, 6=124. 6) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or Consult qualified building designer. LOAD CASE(S) Standard QROFESSIIO iEOD �F2. Q> S c w c)C 75435 FC m t r EXP. 03/3112018 TFOFCAU September 15,2017 ®WARNING - Verffy design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 11111.7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MlT00 connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not • ' a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web end/or chord members only. Additional temporary and permanent braGng MTe k" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSMI1 Quality Criteria, OSS -89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Insthute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights. CA 95610 Symbols _ Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 3/a Center plate on joint unless x, y Failure to Follow Could Cause Property offsets are indicated. Dimensions are in ft -in -sixteenths. 6 4 8 dimensions shown in ft -in -sixteenths (Drawings not to scale) Damage or Personal Injury Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or x -bracing, is always required. See SCSI. 1 0-/1611 2. Truss bracing must be designed by an engineer. For braces themselves 1 2 3 TOP CHORDS c1-2 c2-3 wide truss spacing, individual lateral may require bracing, or alternative T, I, or Eliminator bracing should be considered. . WEBS 3. Never exceed the design loading shown and never stock materials on inadequately braced trusses. A04 O � 3 �y� 304. Provide copies of this truss design to the building For 4 x 2 orientation, locate designer, erection supervisor, property owner and plates 0 -'Ag' from outside � Uall other interested parties. edge Of truss. p 5. Cut members to bear tightly against each other. va cs� � BOTTOM CHORDS 6. Place plates on each face of truss of each This symbol indicates the8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI1TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. ' Plate location details available In MITek 20/20 Software Or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is thelate P CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is anon -structural consideration and is the width measured perpendicular 4 x 4 responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead toad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR -1311, ESR -1352, ER -5243, 96048, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER -3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but © 2006 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of an engineer. reaction section indicates joint � � ® number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable - - --- =— — - environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back. words Plate Connected Wood Truss Construction.MiTek ® and pictures) before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. SCSI; Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER ra PERFI7RM.1" A14Sl/TP1 i Quality criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10208 Job Truss Truss Type + Qty in' (loc) Ildefl Ud PLATES GRIP TCLL 20.0 ]Plylliamsw_L TC 0.06 851725292 WILLIAMS L AGCAP - GABLE 2 � 1 Lumber Increase 1.25 BC 0.03 Vert(TL) n/a n/a 999 Job Reference o do al enaeavor nomes, urowne, ter, naeoa — s — <J —ro mi r ex mou--. mc. i u aeP w — , —r r rage . ID:0419SrtEBGMgbk4V3EclWkygOAA-pe9kaGpmczaOVlnRkk3P8heYUtZEpAFrYSgwl6yde L 8.11-7 I 17-10-15 ' 8-11-7 8.11-8 - 4x4 = Scale= 1:46.0 8 '3x4 = 27 26 25 2423 22 21 20 19 18 17 16 3x4 = 3x4 = LOADING (psf) SPACING 2-0-0 CSI DEFL in' (loc) Ildefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.06 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.03 Vert(TL) n/a n/a 999 Citrus Heights, CA 95610 1BCLL 0.0 ` Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 14 n/a n/a BCDL 8.0 Code ISC2012/TPI2007 (Matrix) Weight: 110 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 " TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF No.2 OTHERS 2x4 DF Std REACTIONS All bearings 17-10-15. (lb) - Max Horz 1=174(1-C 9) Max Uplift All uplift 100 Ib or less at joint(s) 15, 2, 14, 22, 20, 27, 26, 25, 23, 19, 18, 17, 16 except 1=146(LC 10) Max Grav All reactions 250 Ib or less at joint(s) 1, 15, 2, 14, 22, 20, 27, 26, 25, 23, 19, 18, 17, 16, 21 FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 8-11-7, Exterior(2) 8-11-7 to 12-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIrrPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 15, 2, 14, 22, 20, 27, 26, 25, 23, 19, 18, 17, 16 except @=1b) 1=146. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard 9tp,0FESS/0 T EOD �F2 w WP C 75435 0 t *03131/2018 /* �OFCAI\ September 15,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7479 rev. 10/0312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ® ' a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Indlvidual truss web and/or chord members only. Additional temporary and permanent bracing MITek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing oftrusses and truss systems, see ANSIITPII Quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information avallable from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Suite 109 Citrus Heights, CA 95610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y Failure to Follow Could Cause Property offsets are indicated. Dimensions are in ft -in -sixteenths. 1 6-4-8 dimensions shown in ft -in -sixteenths (Drawings not to stole) Damage or Personal Injury Apply plates to both sides Of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or X -bracing, is always required. See BC51. '1/16 2. Truss bracing must be designed by an engineer. For 1 2 3 TOP CHORDS c1-2 c2a wide truss spacing, individual lateral braces themselves may require bracing, or allemative T, I, or Eliminator bracing should be considered. WEBS c 4 3. Never exceed the design loading shown and never p �, stack materials on inadequately braced trusses. O �'> ; �y� 3 O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate a designer, erection supervisor, property owner and plates 0-'n6' from Outside a �'� u U all other interested parties. edge of truss. CL 5. Cut members to bear tightly against each other. c7 -e cba cs-6 O BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations ore regulated by ANSI/TPI I. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. ' Plate location details available in MITek 20/20 software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is thelate P CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is anon -structural consideration and is the 4 x 4 width measured perpendicular responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, sae, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR -1311, ESR -1352, ER -5243, 9604B, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purfins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER -3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but © 2006 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of on engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable Ulm-- - environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction.MiTek ® and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing.. is not sufficient. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER rO PERFORM." AN51/71`1 I Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10208 Job Truss Truss Type Oty PlyWimems_L DEFL in , (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 R51725293 WILLIAMS L B10 GABLE 1 1 Lumber Increase 1.25 BC 0.05 Vert(TL) -0.00 19 n/r 90 - ob 13efar en o do al - aep w i¢� r w eu i r rage i ID:0419SAEBGMgbk4V3EGWkygOAA-41HV?yrWag6kLxps95tE6jughFOH388?m916yde J ,1-0-0, 11-0-0 22-0-0 a3 -0-a 11-0-0 11-0.0 • 4x4 = Scale= 1:58.4 10 1 T _ -- 34 33 32 31. 30 29 28 27 26 25 24 23 22 21 20 --- LOADING (psf) SPACING 2-0-0 CSI DEFL in , (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.07 Vert(LL) -0.00 19 n/r 120 MT20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.05 Vert(TL) -0.00 19 n/r 90 - BCLL 0.0 Rep Stress Incr YES WB 0.13 , Hoiz(TL) 0.01 ' 18 n/a n/a BCDL 8.0 Code IBC2012/TP12007 (Matrix) Weight: 171 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF No.2 WEBS 1 Row at midpt 10-27 r OTHERS 2x4 DF Std REACTIONS All bearings 22-0-0. (lb) - Max Hoa 2=239(LC 10) Max Uplift All uplift 100 Ib or less at joint(s) 2, 28, 26, 34, 33, 32, 31, 30, 29, 25, 24, 23, 22, 21, 20, 18 Max Grav All reactions 250 Ib or less at joint(s) 2, 28, 26, 34, 33, 32, 31, 30, 29, 25, 24, 23, 22, 21, 20, 18, 27 FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-253/183 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) -1-0-0 to 2-0-0, Intertor(1) 2-0-0 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. , 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 28, 26, 34, 33, 32, 31, 30, 29, 25, 24, 23, 22, 21, 20, 18. LOAD CASE(S) Standard /QROFESS/pN� TE000s�Fti �P F� W LU C 7543.5 c TT EXP. 03/3112018 OF CAL\' September 15,2017 ®WARNING - Verlry design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITeM connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Symbols _ _ Numbering System ®_ General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y Failure to Follow Could Cause Property offsets are indicated. Dimensions are in ft -in -sixteenths. 6-4-8 dimensions shown in ft -in -sixteenths (Drawings not to scale) Damage or Personal Injury Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or x -bracing, is always required. See SCSI. 01 ,. -/1 2. Truss bracing must be designed by an engineer. For 6 - T j 2 3 TOP CHORDS cr 2 C2-3b wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, of Eliminator racing should be considered. W EBS4 3. Never exceed the design loading shown and never inadequately braced trusses. p, stack materials on O �'> ; A ; O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate b designer, erection supervisor, property owner and plates 0 -'ad' from Outside a �'' u V all other interested parties. edge of truss. 01. p Cut members to bear tightly against each other. cza c6-75. cu � BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the. 8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. Connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. "Plate location details available in MITek 20/20 software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not appricable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the width measured perpendicular 4 x 4 responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 12. Lumber used shall be of the species and size, and all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR -1311, ESR -1352, ER -5243, 9604B, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER -3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but © 2006 MTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint ®� ® number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Industry Standards' project engineer before use. ANSI/TPII : National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. ® and pictures) before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. MiTek BC:SI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER ra PERFORM.'" ANSI/TPI 1 Quality Critcrio. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: MII-7473 rev. 10-'08 Job Truss Truss Type Qty Ply Williams -1. Plate Offsets (X.Y): f2:0-2-1,0-1-81. [10:0-2-1.0-1-81, [13:0-4-O,Ednel, f14:0-2-0.0-2-41 building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing LOADING (psf) 851725294 WILLIAMS-1- Bit ATTIC 6 1 1 TC 0.85 Vert(LL) -0.17 13-14 >999 360 MT20 220/195 TCDL 14.0 Job Reference(optionall Endeavor Homes, Orovllle. CA 95965 7.430 s Jul 25 2013 MITek Industries, Inc. Thu Sep 14 16:21:15 2017 Page 1 ID:0419SrtEBGMgbk4V3ECIWkygOAA-DDriClsevuyzMVWOPto6mJGtW4OkOWeHEQuaeRyde I �1-0.Q 3-515 6-9-12 &10.13 11-D-0 I 13.1-3 I 152-4 , 1l n1 22.0.0 23-0.Q 1.0.0 3515 3313 2-1-1 2-1-3 2-1-3 2-1-1 3-3-13 3515 1-40 5x8 = 3x4 3x4 - 1.5x4 II 400 = 4x6 = 4x6 = 4x6 = 1.5x4 II 600 = 1 V R. I6 Scale = 1:59.3 3515 12 152-4 18-8-1 22-0.0 3.515 33.13 8-4-8 3313 3515 Plate Offsets (X.Y): f2:0-2-1,0-1-81. [10:0-2-1.0-1-81, [13:0-4-O,Ednel, f14:0-2-0.0-2-41 building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing LOADING (psf) SPACING - 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) -0.17 13-14 >999 360 MT20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.81 Vert(TL) -0.36 13-14 >709 240 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(TL) 0.05 10 n/a n/a BCDL 8.0 Code IBC2012/TPI2007 (Matrix) Attic -0.09 13-14 1121 360 Weight: 148 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 OF No.2 `Except` TOP CHORD Structural wood sheathing directly applied or 3-10-4 oc purlins. 3-6,6-9:2x6 OF No.2 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 OF No.2 `Except* JOINTS 1 Brace at Jt(s): 16 13-14: 2x6 OF No.2 G WEBS 2x4 OF No.2 REACTIONS (Ib/size) 2=1180/0-5-8 (min. 0-1-12), 10=1180/0-5-8 (min. 0-1-12) Max Hoa 2=236(LC 11) Max Uplifi2=152(1-C 12), 10=152(LC 13) Max Grav 2=1422(LC 22), 10=1422(LC 23) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2136/162, 3-4=1946/179, 4-5=1293/191, 5-6=62/351, 6-7=-58/376, 7-8=-1268/195, 8-9=1982/182, 9-10=-2154/162 BOT CHORD 2-15=196/1544, 14-15=194/1543, 13-14=33/1252, 12-13=55/1583, 10-12=50/1573 WEBS 5-16=1949/258, 7-16=1949/258. 4-14=32/843, 8-13=26/938, 9-13=444/224, 3-14=-436/226 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0 zone; Cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-16, 7-16 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 pst) applied only to room. 13-14 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 2=152, 10=152: 9) Attic room checked for U360 deflection. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 2-14=-26(F=-10), 13-14=-36(F=10), 10-13=-26(F=-10), 1-4=68, 4-5=-78, 5-6=-68, 6-7=-68, 7-8=78, 8-11=68, 5-7=10 September 15,2017- ® WARNING - VerHy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II-7473 rev. 10/03/2015 BEFORE USE. • Design valid for use only with MITekO connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/0 Center plate on joint unless x, y offsets are indicated. 1 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. (Drawings not to scale) Apply plates to both sides Of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or x-bracing, is always required. See SCSI. 01 ,t -/1 2. Truss bracing must be designed by an engineer. For 6 I 2 3 TOP CHORDS c1-2 c2a wide truss spacing, individual lateral braces themselves may require bracing, or alternative T,1, or Eliminator bracing should be considered. WEBS �a, 4 3. Never exceed the design loading shown and never o stack materials on inadequately braced trusses. O 2 �'� 3 gym O 4. Provide copies of this truss design to the building For 4 x 2 Orientation, locate U �e = designer, erection supervisor, property owner and ,ANplates 0-'Ag' from outside a- �' u CJ all other interested parties. edge of truss. 5. Cut members to bear tightly against each ocher. c7-e C6-7 CS-6 BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI I. Connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. ' Plate location details available In MITek 20/20 software Or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the width measured perpendicular 4 x 4 responsibility of truss fabricator. General practice b to to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS : indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheoihed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER-3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but C 2006 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of on engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with nil project engineer before use. Industry Standards: ANSI/TPII : National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction.MiTek- O and pictures) before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. RCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER rO PERFORM." ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10-'08 Job Truss Truss Type Oty PlyW Williams L LOADING (psf) " CSI DEFL in (loc) I/deft Ud R51725295 WILLIAMS–L 812 ATTIC 4 1 TCDL 14.0 Lumber Increase 1.25 BC 0.80 Vert(TL) -0.36 12-13 >708 240 MT18H 220/195 BCLL 0.0 ' Job Reference o tional Endeavor Homes, Orovllle, CA 95965 7.430 s Jul 25 2013 MITek Industries, Inc. Thu Sep 14 16:21:16 2017 Page 1 ID:0419SrtEBGMgbk4V3EGWkygOAAa1PPFPesGgC4cL_e4Cza7LJXo2GUk11zuRT4e7Atyde H I 3-5.15 6-9.12 , &10-13 , 11-0-0 , 13-1-3 r 1,2:2- � 18$1 3-515 3-3-13 2-1-1 2-1.3 2-1-3 2-1-1 3-313 3-515 1-40 5x8 = r Scale = 1:62.6 10.00 3 5 %4 — w iu ,c ii aa» 1.5x4 II 400 = 4x6 = 4x6 = 4x6 = 600 MT18H = 1.5x4 II 0 [6 3515 1 6.9.12 1 - 1524- i 1&61 } 22.0.0 I 3515 3313 8-4-8 3313 3515 Plate Offsets (X,Y): 11:0 -2-1,0-1-81.19:0-2-1,0-1-81.112:0-4-4,0-3-01.113:0-2-0,0-2-41 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) -0.17 12-13 >999 360 MT20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.80 Vert(TL) -0.36 12-13 >708 240 MT18H 220/195 BCLL 0.0 ' Rep Stress Incr NO WB 0.18 Horz(TL) 0.05 9 n/a n/a BCDL 8.0 Code IBC2012fTP12007 (Matrix) Attic -0.09 12-13 1121 360 Weight: 146 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 OF No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 3-10-4 oc purlins. 2-5,58: 2x6 OF No.2 G BOT CHORD 'Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 OF No.2 *Except* JOINTS 1 Brace at Jt(s): 15 12-13:2x6 OF No.2 G WEBS 2x4 OF No.2 REACTIONS (Ib/size) 1=1094/0-58 (min. 0-1-11), 9=1182/0-58 (min. 0-1-12) Max Harz 1=230(1_C 10) Max Uplift 1 —1 22(LC 12), 9-153(LC 13) Max Grav 1=1341(LC 22), 9=1424(LC 23) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2148/185, 2-3=1953/183, 3-4=1296/191, 4-5=63/353, 56=-58/377, 6-7=-1271/197,7-8=1987/184,8-9=2158/163 BOT CHORD 1-14=-206/1569,13-14=-204/1567,12-13=-35/1257,11-12=56/ ' 1587, 9-11=-51/1576 WEBS 4-15=1956/267, 6-15=-1956/267, 3-13=-38/848, 7-12=-26/940, -12=-442/224, 2-13=-447/238 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterjor(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 11-0-0, Exterior(2) 110 to 14-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. OQROFESS/ONS 6) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-15, 6-15 7) Bottom chord live load (40.0 and additional bottom chord dead load (5.0 applied only to room. 12-13 O IE 1) <<c psf) psf) FJt 8) A plate rating reduction of 20% has been applied for the green lumber members. JQ 2 9) Provide mechanical connection (by others) of truss to bearing plate capable of wfthstanding 100 Ib uplift at joint(s) except Qt=1b) 1=122, ww C 75435 c m 9=153. tY M. 10) Attic room checked for U360 deflection. EXP. 03/3112018 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). * LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 OFICA -W September 15,2017 Continued on Daae 2 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MrrekO connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Rot building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights. CA 95610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4 Center plate on joint unless x, y offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Damage or Personal Injury Dimensions are in ft -in -sixteenths. ""� )Drawings not to scale) Apply plates to both sides of truss I 1. Additional stability bracing for truss system, e.g. and fully embed leelh. diagonal or X -bracing, is always required. See'BC. )I. 1 „ 2. Trus bracing must be designed by an engineer. For braces themselves T I 2 3 TOP CHORDS c�-2 C2-3 wide truss spacing, individual lateral may require bracing, or allemative T, I, or Eliminator bracing should be considered. WEBS e 4 3• Never exceed the design loading shown and never 0 stack materials on inadequately braced trusses. O> ; �{y� 3 O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate a designer, erection supervisor, property owner and plates 0- W' from outside a +'� u U all other interested parties. edge of truss.5. Cut members to bear tightly against each other. -c7�8 C6-7 c5-6 0 BOTTOM CHORDS 6. Place plates on each face of truss at each This Symbol indicates the 8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. `Plate location details available in MiTek 20/20 ' software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabricotion. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the width measured perpendicular 4 x 4 responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR -131 1, ESR -1352, ER -5243, 96048, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER -3907, 9432A 14. Bottom chords require lateral bracing at IO ft. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings (supports) occur. Icons vary but © 2006 MTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of on engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable - - - environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI i : National Design Specification for Metal 19. Review all portions of this design (front, back. words Plate Connected Wood Truss Construction.MiTek ® and pictures) before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER r97 PERFORM.- ANSI/TPI I Quolity, criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: MII-7473 rev. 10-'08 Job Truss Truss Type Design valid for use only with Mrrek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not Ply Williams -1.851725295 a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall - T'lly M?ek' WILLIAMS_L B12 ATTIC 1 7777 Greenback Lane Safety Information .available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job Reference (optional Endeavor Homes, Oroville. CA 95965 7.430 s Jul 25 2013 MiTek Industries, Inc. Thu Sep 14 16:21:16 2017 Page 2 ID:0419SrtEBGMgbk4V3ECIWkygOAA-hPPFPesGgC4q_e4Cza7LJXo2GUk11zuRT4e7Atyde H LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-13=-26(F=-10), 12-13=-36(F=10), 9-12=26(F=10), 1-3=-68, 3-4=78, 4-5=68, 5-6=-68, 6-7=-78, 7-10=-6B, 4-6=10 r . • t _ r f • 1 > ®WARNING- Verffy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/1015 BEFORE USE. • Design valid for use only with Mrrek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not . a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall - building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M?ek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery• erection and bracing of trusses and truss systems, see ANSI/TPi1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information .available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights. CA 95610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION - Failure to Follow Could Cause Property 3/4 Center plate on joint unless x, y offsets are indicated. f 6-4-8 dimensions shown in ft -in -sixteenths Damage or Personal Injury Dimensions are in ft -in -sixteenths. �� (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or x -bracing, is always required. See BCS1. 1 2. Trus bracing must be designed by an engineer. For 0-/16" 1 2 3 TOP CHORDS c1-2 c2a wide truss spacing, individual lateral braces themselves may require bracing, or aftemative T, I, or Eliminator bracing should be considered. WEBS 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. A04 O •� ; �y� ;O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate designer, erection supervisor, property owner and plates 0 -'Al' from outside d U all other interested parties. edge of truss. a0 5. Cut members to bear tightly against each other. c� caa BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 b 5 joint and embed fully. Knots and wane at joint required direction of slots in . locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. Plate location details available in MITek 20/20 Software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 10. Comber is a non-structural consideration and is the width measured perpendicular 4 x 4 NUMBERS/LETTERS. responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports:12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR -1311, ESR -1352, ER -5243, 9604B, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER -3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but © 2006 MTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of on engineer. reaction section indicates joint �� ® number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable -- environmental, health or performance risks. Consult with — project engineer before use. Industry Standards: ANSI/TPI i : National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction.MiTek ® and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. B�$); Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWACR ra PERFORM." ANSI/TPI 1 Quality Critoria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10-'08 Job Truss Truss Type 0ly Ply Williams L 3515 6312 152-4 18-61 22-QO 3515 33.13 8.48 33.13 3515 Plate Offsets (X,Y): f1:0-31.0-1-81, f9:0-31,0-1-81. f11:0-4-O,Edgel. [12:0-2-0,0-2-41 851725296 WILLIAMS L B13 ATTIC 4 1 truss designed for 2000 Ib. drag Plates Increase 1.25 TC 0.85 Vert(LL) -0.17 11-12 >999 360 MT20 220/195 TCDL 14.0 Job Reference (optional) Endeavor Homes, Oroville, CA 95965 7.430 s Jul 25 2013 MITek Industries, Inc. Thu Sep 14 16:21:17 2017 Page 1 ID:0419SrtEBGMgbk4V3Ecl WkygOAA-9czdd_tvRVChbofOXlfarkLDzu4CU07ahkNhjJyde_G 3-515 6312 &10-13 11-0-0 13-1-3 152-4 16-6-1 22-0-0 3515 3313 2-1-1 2-1-3 2-1-3 2-1-1 3-3.13 3-515 10.00 5x8 = VIN Scale = 1:58.8 3x5 = J 13 12 11 10 3x5 = 1.5x4 II 4x10 = 4x6 = 4x6 = 4x6 = 1.5x4 II Design valid for use only with MlTek0 connectors. This design Is based onty upon parameters shown, and Is for an individual building component, not 600 = 3515 6312 152-4 18-61 22-QO 3515 33.13 8.48 33.13 3515 Plate Offsets (X,Y): f1:0-31.0-1-81, f9:0-31,0-1-81. f11:0-4-O,Edgel. [12:0-2-0,0-2-41 MITek' LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) -0.17 11-12 >999 360 MT20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.81 Vert(TL) -0.37 11-12 >706 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.18 Horz(TL) 0.07 9 n/a n/a BCDL 8.0 Code IBC2012rrP12007 (Matrix) Attic -0.09 11-12 1121 360 Weight: 144 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins. 2-5,5-8: 2x6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 5-5-13 oc bracing. BOT CHORD 2x4 OF No.2 'Except' JOINTS 1 Brace at Jt(s): 14 11-12: 2x6 DF No.2 G WEBS 2x4 DF No.2 REACTIONS (Ib/size) 1=1096/0-5-8 (min. 0-1-15),9=1066/0-5-8 (min. 0-1-15) Max Horz 1=-405(LC 33) Max Uplift 1=963(LC 37), 9=-963(LC 40) Max Grav 1=1573(LC 52), 9=1573(LC 51) FORCES (lb) - Max. Comp./Max. Ten. - All' forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2531/1420, 2-3=-2011/1012, 3-4=1305/629, 4-5=319/417, 5-6=300/422, 6-7=-1318/682, 7-8=2079/1065, 8-9=-2534/1425 BOT CHORD 1-13=1231/1941, 12-13=-1230/1938, 11-12=1045/1670, 10-11=1027/1883, 9-10=1022/1875 WEBS 4-14=1959/298, 6-14=-1959/298, 3-12=-41/848, 7-11=-65/944, 8-11=453/308, 2-12=-444/260 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) 0-2-12 to 32-12, Interior(1) 32-12 to 11-0-0, Exterior(2) 11.40 to 14-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 2-0-0 wide will OFES$/ fit between the bottom chord and any other members. 0,y9 .5) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-14, 6-14 OQR 1 EOD F� 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-12 �tf,� �� Os 7) A plate rating reduction of 20% has been applied for the green lumber members. G) 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 1=963,w o C 75435 n m 9=963. W C A 0: 9) This truss has been designed for a total drag load of 2000 Ib. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag EXP. 0313112018 loads along bottom chord from 0-0-0 to 2-0-0 for 1000.0 plf. * k 10) Attic room checked for U360 deflection. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). FpFCMOW LOAD CASE(S) Standard September 15,2017 Continued on oaae 2 ®WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/0312015 BEFORE USE. • Design valid for use only with MlTek0 connectors. This design Is based onty upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPI1 Quality Criteria, DSB49 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Suite 109 Citrus Hei hts CA 95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/4f Center plate on joint unless x, y Failure to Follow Could Cause Property offsets are indicated. 6-4-8 dimensions shown in ft4r#-sixteenths Damage or Personal Injury Dimensions are in ft -in -sixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system. e.g. and fully embed teeth. diagonal or x -bracing, is always required. See BCSI. 1 „ 2. Truss bracing must be designed by an engineer. For 2 3 TOP CHORDS c1-2 c2a wide truss spacing, individual lateral braces lhernseNes may require bracing, or alternative T, I, or Eliminator bracing should he considered. WEBS cz, 4 3. Never exceed the design loading shown and never o stack materials on inadequately braced trusses. O �•� 3 �y� ; w O= 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U se designer, erection supervisor, property owner and plates 0-'4 from Outside o_ u U all other interested parties. edge of truss. CL 5. Cut members to bear tightly against each other. C7.8 C6.7 c5S6 O BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIAPI I. ' Plate location details available In MITek 20/20 software Or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is thelate p CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is anon -structural consideration and is the width measured perpendicular 4 x 4 responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead bad deflection. the length parallel to Slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR -131 1, ESR -1352, ER -5243, 9604B, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purrins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER -3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but © 2006 MTek® All Riqhts Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of on engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable - - _ environmental, health or performance risks. Consult with Industry Standards. project engineer before use. . ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. ® and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. MiTek is not sufficient. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER TO PERFVRM." ANSVIPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10-'08 4 1 Truss Type Qty Ply Williems_L a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall 1 building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing r � 851725296 WILLIAMS-1- B13 ATTIC 4 1 truss designed for 20001b. dreg Safety Information avallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job Reference (optional) ' Endeavor Homes, Orovllle, CA 95965 7.430 s Jul 25 2013 MiTek Industries, Inc. Thu Sep 14 16:21:17 2017 Page 2 >' ID:0419SrtEBGMgbk4V3EcIV*ygOAA-9czdd_tvRVChbofOXlfarkLDzu4CUQ7ahkNhjJyde G , LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 - r Uniform Loads (plf) Vert: 1-12=-26(F=-10), 11-12=-36(F=10), 9-11=26(F=10), 1-3=-68, 3-4=78, 4-5=68, 5-6=-68, 6-7=78, 7-9=68, 4-6=10 r r - 4 j 1 - ) / Y i Job Truss Truss Type Qty Ply Williems_L a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall 1 building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing r � 851725296 WILLIAMS-1- B13 ATTIC 4 1 truss designed for 20001b. dreg Safety Information avallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job Reference (optional) ' ' I 1 r t I Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and is for an Individual building component, not , a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall 1 building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing r � . Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the L fabdcatlon, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPH Quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane ®WARN®Wparameters ING . Verify design and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIJ-7473 rev. 10/0]/2015 BEFORE USE. • Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and is for an Individual building component, not , a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcatlon, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPH Quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information avallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4 Center plate on joint unless x, y offsets are indicated. ( 6 4 8 dimensions shown in ft -in -sixteenths Damage or Personal Injury Dimensions are in ft -in -sixteenths. (Drawings not to scale) Apply plates to both sides of truss Ij i. Additional stability bracing for truss system, e.g. and fully embed leelh. diagonal orX-bracing, is always required. See BCSI. 1 „ �' /16 2. Truss bracing must be designed by an engineer. For individual braces themselves 1 2 3 TOP CHORDS cr-z cm wide tans spacing, lateral may require bracing, or ottemative T, I, or Eliminator bracing should be considered. WEBS coo 4 3. Never exceed the design loading shown and never o stack materials on inadequately braced trusses. O h'> 3 �y1 3 0 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate a N designer, erection supervisor, property owner and 006Aplates 0 -'as' from outside a �'' u U all other interested parties. edge of truss. 0 5. Cut members to bear tightly against each other. c7� co -z cs-6 00 BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI I. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. *Plate location details available In MfTek 20/20 software Or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the width measured perpendicular 4 X 4 responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, sae, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR -1311, ESR -1352, ER -5243, 96048, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER -3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but © 2006 MTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable — - _ environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction.MiTek o and pictures) before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. SCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with guide to Good Practice for Handling, POWER ra PERFORM." ANSI/TPI I Guufily Crileriu. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 10208 C Job Truss Truss Type OtyPly 330 W iliams_L 1-7-5 Plate Offsets (X,Y): 14:0.3-0.0-4-81 R51725297 WILLIAMS_L SX1 SPECIAL 1 1 Plates Increase 1.25 TC 0.13 Vert(LL) -0.00 4 >999 360 MT20 220/195 TCDL 14.0 Lumber Increase 1.25 Job Reference (optional) tnaeavor Momes, Vrovllle, GA votioo r.asu s Jm zo zuts mi i eK maustnes, mc. i nu sep to 10:n:10 zut r rage t ID:0419SrtEBGMgbk4V3EcIWkygOAA-doWtgKuXCpKYDyEb57ApOyuZulbADuojwO7EFlyde F 330 .9-1. = 123.5 5 — 3 2x4 II 2x4 I I 330 . 1-7-5 Plate Offsets (X,Y): 14:0.3-0.0-4-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.13 Vert(LL) -0.00 4 >999 360 MT20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.12 Vert(TL) -0.01 4 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.09 Horz(TL) 0.00- 3 n/a n/a BCDL 8.0 Code IBC2012/TPI2007 (Matrix) Weight: 31 Ib FT = 20% LUMBER BRACING TOP CHORD 2x6 DF No.2 G TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD 2x6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF No.2 REACTIONS (Ib/size) 5=524/0-5-8 (min. 0-1-8), 3=524/0-5-8 (min. 0-1-8) Max Horz 5=123(LC 8) Max Uplif115=202(1_C 8), 3=-202(LC 9) Max Grav 5=524(LC 1), 3=580(LC 21) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-539/362, 2-3=610/362 WEBS 1-4=-311/474, 274=311/551 NOTES 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 0) This truss has been designed for a 10.0 psf bottom chord live load nonrwncurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 5=202 3=202. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 978 Ib down and 403 Ib up at 1-7-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). QctOFESS/O� LOAD CASEStandard �� ql TEOS) �tvQ' �� X051 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 co JQ F� CZ Uniform Loads (plf)co w C 75435 c m Vert: 1-2=68, 3-5=-16 of Concentrated Loads (lb) EXP, 03/31/2018 Vert: 4=800(1`) * September 15,2017 ®WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall i building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Criteria, DSBA9 and SCSI Building Component 7777 Greenback Lane SafetyInformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/d Center plate on joint unless x, y offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Damage or Personal Injury Dimensions are in ff-in-sixteenths. (Drawings not to scale) Apply plates to both sides Of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or x -bracing, Is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For 01/.- " /16 1 2 3 TOP CHORDS crd c23 wide truss spacing, individual lateral braces thernsetves may require bracing, or aftemative T, I, or Eliminator WEBS 4 3. Never exceed the design loading shown and never p, stack materials on inadequately braced trusses. of h'� ; �y� ; O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U �e a = designer, erection supervisor, properly owner and plates 0 -'Ag' from Outside a_ �' u U all other interested parties. edge of truss. �O 5. Cut members to bear tightly against each other. C7 -a co-? C5-6 0 BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 6 5 oint and embed fully. Knots and wane at joint , locations required direction of slots in are regulated by ANSI/TPI I. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/rPI I. Plate location details available In MITek 20/20 software Or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -E$ Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR -131 1, ESR -1352, ER -5243, 9604B, by text in the bracing section of the 95-43,96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER -3907, 9432A 14. Bottom chords require lateral bracing at 10 0. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but © 2006 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of on engineer. reaction section indicates joint �� ® number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards ANSI/TPI l : National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. ® and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. M ITe k is not sufficient. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER ro pERFORM." ANSI/TPI I Quolftycriteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10-'08 Job Truss Truss Type Qty PlyWilliams L 16 17 16 15 14 13 12 851725298 WILLIAMS L M10 GABLE 2 1 11-60 Job Reference (optional) tndeavor Homes, urowae, CA 9b9bb /.4su s Jm zb zuls Mn es maustnes, mc. i nu bep 14 lb21:1e zu1 / rage 1 ID:0419SrtEBGMgbk4V3EclWkygOAA-5 402gv9z7SPr6pneih2x9QbTixPyK8t92sonCyde_E -1-0-0 11-(10 19.0.4 1 1-0-0 11$0 7-6-4 .3 3x4 = 3x6 II 16 17 16 15 14 13 12 11.6.0 f 11-60 Plate Offsets MY): f5:0-3-0.0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/def! Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.72 Vert(LL) -0.01 2-18 >999 360 MT20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.12 Vert(TL) -0.01 ' 2-18 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.15 Horz(TL) -0.00 10 n/a n/a BCDL 8.0 Code IBC2012/TPI2007 (Matrix) Weight: 68 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.2 end verticals. WEBS 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 DF Std REACTIONS All bearings 11-6-0 except Qt=length) 10=0-38 (lb) - Max Horz 2=233(LC 9) Max Uplift All uplift 100 Ib or less atjoint(s) 2, 18, 17, 16, 15 except 12=-329(LC 12), 13=207(1-C 1), 10=-117(LC 8) Max Grav All reactions 250 Ib or less atjoint(s) 2, 17, 16, 15, 14, 13, 10 except 12=704(LC 1), 18=343(LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-9=-194/272, 9-12=875/414 WEBS 318=273/119, 8-13=-196/391 NOTES 1) Wind: ASCE 7-10; VuR=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 19-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 18, 17, 16, 15 except 0=1b) 12=329, 13=207, 10=117. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 10. LOAD CASE(S) Standard I September 15,2017 ®WARNING - VeAfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* ek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPII Quality Criteria, DSB-89 and BCS, Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. - Suite 109 Citrus Heights. CA 95610 Symbols _ Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y Failure to Follow Could Cause Property offsets are indicated. 6-4-8 dimensions shown in ft4n-sixteenths Damage or Personal Injury Dimensions are in ft -in -sixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. _ diagonal or x -bracing, is always required. See SCSI. 0 �. 2. Truss bracing must be designed by an engineer. For t 1 2 3 TOP CHORDS c1-2 c2a wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. WEBS iso 4 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. o! O u �'� 3 �y� O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate b designer, erection supervisor, property owner and plates 0-'n6' from outside 0- �v v U all other interested parties. edge of truss. p 5. Cut members to bear tightly against each other. c7a C6-7 Cs -6 BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI I. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. *Plate location details available In MfTek 20/20 software Or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular responsibility of truss fabricator. General practice is to" to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR -131 1, ESR -1352, ER -5243, 96048, by text in the bracing section of the 95-43,96-31, 9667A 13. Top chords must be sheathed or purfins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER -3907, 9432A 14. Bottom chards require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. - Indicates location where bearings (supports) occur. Icons vary but C 2006 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of on engineer. reaction section indicates joint ® number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable ----- environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPII : National Design Specification for Metal 19. Review oil portions of this design (front, back, words Plate Connected Wood Truss Construction. ® and pictures) before use. Reviewing pictures alone PSB -89: Design Standard for Bracing. MiTek- is not sufficient. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER TO PERFORM.' ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: MII-7473 rev. 10-'08 Job Truss Truss Type Qty Ply wlliems_L TCLL 20.0 - Plates Increase 1.25 TC 0.36 Vert(LL) ' -0.03 2-9 >999 360 851725299 WILLIAMS-L M11 MONO TRUSS 16 1 BCLL 0.0 ' Rep Stress Incr YES WB 0.42 Horz(TL) 0.02 8 We n/a Job Reference footionall cnacaw, nwn,co, v, vvwc, ..n avow r.cou s ,rm eo cu is mi i ex mausmes, mc. i nu oep is io:zrta zut f rage i ID:0419SrtEBGMgbk4V3Ecl WkygOAA-5_402gv9z7SPr6pneih2x90hAiuPyGvl92sonCyde_E -1-0-0 6-2-14 r 11-11-8 15-11-8 19.0.4 1 1-0-0 6-2-14 5.8.10 4-0-0 3-0.12 0 3x4 = 8 7 1.5x4 11 3x4 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 20.0 - Plates Increase 1.25 TC 0.36 Vert(LL) ' -0.03 2-9 >999 360 MT20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.31 Vert(TL) -0.10 2-9 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.42 Horz(TL) 0.02 8 We n/a BCDL 8.0 Code IBC20121TPI2007 (Matrix) Weight: 61 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 OF No.2 end verticals. WEBS 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. s REACTIONS All bearings 0-5-8 except (Jt=length) 6=Mechanical, 2=0-3-8. I (lb) - Max Horz 2=231 (LC 9) Max Uplift All uplift 100 Ib or less at joint(s) 6 except 8=-215(LC 12), 2=-119(LC 8),5=111111(1-C 8) Max Grav All reactions 250 Ib or less at joint(s) 6, 5 except 8=672(LC 1), 2=554(LC 1) r FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-853/63, 4-8=373/155 BOT CHORD 2-9=-180/800, 8-9=-183/795 WEBS 3-8=-820/234 NOTES 1) Wind: ASCE 7-10; Vuit=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 19-3-8 zone; cantilever left and right exposed ; end . vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 6 except at=lb) 8=215 , 2=119, 5=111. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. LOAD CASE(S) Standard > QROFESS/pit 1 EOD �F2 G) UJ C 75435 c rn * 03/31/2018 * / 'r_FCA0 September 15,2017 ®WARNING- verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MfTeke connectors. This design Is based onlyupon parameters shown, and Is for an Individual building component, not• - a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall MOW building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 1y,Te k' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSIRPI1 quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Suite 109 Citrus Heights. CA 95610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION a/a Center plate on joint unless x, y Failure to Follow Could Cause Property offsets are indicated. Dimensions are in ft-in-sixteenihs. 6-4-8 1 dimensions shown in ft4ro-sixteenths (Drawings not to scale) Damage or Personal Injury Apply plates to both sides Of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or x-bracing, is always required. See BCSI. 0-1/.- 2. Truss bracing must be designed by an engineer. For 6 1 2 3 TOP CHORDS c1-2 cza wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. WEBS 4 3. Never exceed the design loading shown and never stock materials on inadequately braced trusses. O �•> ; �y� 3 O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate b designer, erection supervisor, property owner and plates 0-'Al' from Outside a V all other interested parties. edge of truss. p 5. Cut members to bear tightly against each ocher. c7-e c6a cs-6 BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. Connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. ' Plate location details available in M(Tek 20/20 software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the width measured perpendicular 4 x 4 responsibility of truss fabricator. General practice ls to to slots. Second dimension is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR-131 1, ESR-1352, ER-5243, 9604B, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER-3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but © 2006 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of on engineer. reaction section indicates joins number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable - environmental, health or performance risks. Consult with ---- — — project engineer before use. Industry Standards: - ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, bock, words Plate Connected Wood Truss Construction.MiTek- ® and pictures) before use. Reviewing pictures alone . DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER Yo PERFQRM." ANSI/TPI I Quority Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 14'08